20191706 Ver 1_NWP 12 Application_20191212

Page 1 of 10
PCN Form – Version 1.4 January 2009
Office Use Only:
Corps action ID no. _____________
DWQ project no. _______________
Form Version 1.4 January 2009
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the Corps: Section 404 Permit Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? Yes No
1d. Type(s) of approval sought from the DWQ (check all that apply):
401 Water Quality Certification – Regular Non-404 Jurisdictional General Permit
401 Water Quality Certification – Express Riparian Buffer Authorization
1e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
Yes No
For the record only for Corps Permit:
Yes No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in-lieu fee program.
Yes No
1g. Is the project located in any of NC’s twenty coastal counties. If yes, answer 1h
below. Yes No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? Yes No
2. Project Information
2a. Name of project:
2b. County:
2c. Nearest municipality / town:
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable):
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
Piedmont Natural Gas Line 470 - Phase I
Mecklenburg County
Charlotte
See attached table.
Page 2 of 10
4. Applicant Information (if different from owner)
4a. Applicant is: Agent Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
Kelsey Pace
Duke Energy
4720 Piedmont Row Drive
Charlotte, NC 28210
704-731-4502
[e-mail]
Chris Kul
Kleinfelder
8933 Western Way Suite 12
Jacksonville, Florida 32256
904-538-9171
[e-mail]
Page 3 of 10
PCN Form – Version 1.4 January 2009
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
1b. Site coordinates (in decimal degrees): Latitude: Longitude:
1c. Property size: acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
2b. Water Quality Classification of nearest receiving water:
2c. River basin:
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
3b. List the total estimated acreage of all existing wetlands on the property:
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Yes No Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made? Preliminary Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past? Yes No Unknown
5b. If yes, explain in detail according to “help file” instructions.
6. Future Project Plans
6a. Is this a phased project? Yes No
6b. If yes, explain.
See attached property table.
-80.936841
42.43
Coffey Creek
C
Catawba
The project area crosses through forested upland areas and emergent and forested wetland areas. The surrounding land use is mixed commercial
residential.
12.71
3d. Explain the purpose of the proposed project:
The project will install 13,900 feet of 16 inch diameter steel transmission pipeline to replace the existing Line 372. grity
3e. Describe the overall project in detail, including the type of equipment to be used:
The project will install 13,900 feet of 16 inch diameter steel transmission pipeline to replace the existing Line 372. A majority of the construction area will be co-located within the easement ROW easement. Line replacement is expected to average about 500 to 1,000 feet of line per day. The trench will average between three and four feet in depth, so large construction equipment will not be required. Typical construction vehicles will include trench excavators and back-hoes.
rage
Installation of the new pipeline will be done in two phases.Phase II will install 27,100 feet of 16 inch pipeline.
35.179236
2,666
PJD application is submitted with this NWP.
Page 4 of 10
PCN Form – Version 1.4 January 2009
C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
Wetlands Streams – tributaries Buffers Open Waters Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary (T)
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1
W2
W3
W4
W5
W6
2g.Total Wetland Impacts:
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1
S2
S3
S4
S5
S6
3h. Total stream and tributary impacts
3i. Comments:
Choose one
Choose one Yes/No -
Yes/No -
Yes/No -
Yes/No -
Yes/No -
Yes/No -
12.71
See attached wetland and stream impact table.
Choose one - -
1,916
See attached wetland and stream impact table.
-
-
-
-
-
-
Choose one
Choose one
Choose one
Choose one
Choose one
Choose one
Choose one
Choose one
Choose one
Choose one
-
-
-
-
-
-
Choose one
Choose one
Choose one
Choose one
Choose one
-
-
-
-
-
-
-
-
-
-
Page 5 of 10
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary (T)
4b.
Name of waterbody
(if applicable
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
O1
O2
O3
O4
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
Flooded Filled Excavated Flooded Filled Excavated
P1
P2
5f.Total:
5g. Comments:
5h. Is a dam high hazard permit required? Yes No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.Project is in which protected basin? Neuse Tar-Pamlico Catawba Randleman Other:
6b.
Buffer Impact
number –
Permanent (P) or
Temporary (T)
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet)
B1
B2
B3
B4
B5
B6
6h.Total Buffer Impacts:
6i. Comments:
Choose one Choose
Choose one
Yes/No
-
-
-
-
Choose one
Choose one
Choose one
Choose
Choose
Choose
Choose one
-
-
-
-
-
-
Yes/No
Yes/No
Yes/No
Yes/No
Yes/No
)
Page 6 of 10
PCN Form – Version 1.4 January 2009
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
Yes No
2b. If yes, mitigation is required by (check all that apply): DWQ Corps
2c. If yes, which mitigation option will be used for this
project?
Mitigation bank
Payment to in-lieu fee program
Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type:
Type:
Type:
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature:
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The majority of the route is co-located with the existing Line 372. The majority of the project (both phases) will entail the new pipe being installed
in the same trench as the old pipe. The project has also taken as minimal temporary easements as possible to avoid impacts.
Following pipe installation all grades will be returned to pre-construction condition.The new pipeline is being co-located
within an existing right of way thus minimizing further clearing and impacts. Horizontal Directional Drilling is being implemented in one area to avoid
impacts to Coffey Creek.
Choose one
0.89
Choose one
Choose one
Choose one
Page 7 of 10
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) – required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? Yes No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f.Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
Page 8 of 10
PCN Form – Version 1.4 January 2009
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules? Yes No
1b. If yes, then is a diffuse flow plan included? If no, explain why.
Yes No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? %
2b. Does this project require a Stormwater Management Plan? Yes No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e. Who will be responsible for the review of the Stormwater Management Plan?
3. Certified Local Government Stormwater Review
3a. In which local government’s jurisdiction is this project?
3b. Which of the following locally-implemented stormwater management programs
apply (check all that apply):
Phase II
NSW
USMP
Water Supply Watershed
Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
attached? Yes No
4. DWQ Stormwater Program Review
4a. Which of the following state-implemented stormwater management programs apply
(check all that apply):
Coastal counties
HQW
ORW
Session Law 2006-246
Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? Yes No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? Yes No
5b. Have all of the 401 Unit submittal requirements been met? Yes No
0
The project will only result in temporary impacts to surface soils and restored to pre-construction grades following replacement
of the pipeline. Since there is no permanent change to existing grades and no impervious surfaces are proposed, no
stormwater management plan is required.
NA
City of Charlotte
Page 9 of 10
PCN Form – Version 1.4 January 2009
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the
use of public (federal/state) land? Yes No
1b. If you answered “yes” to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
Yes No
1c. If you answered “yes” to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
Comments:
Yes No
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
or Riparian Buffer Rules (15A NCAC 2B .0200)?
Yes No
2b. Is this an after-the-fact permit application? Yes No
2c. If you answered “yes” to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
additional development, which could impact nearby downstream water quality? Yes No
3b. If you answered “yes” to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered “no,” provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Pipeline is replacing an existing transmission pipeline with no further development anticipated due to construction of this
project.
Page 10 of 10
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
habitat? Yes No
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts? Yes No
5c. If yes, indicate the USFWS Field Office you have contacted.
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? Yes No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
Yes No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? Yes No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
Applicant/Agent's Printed Name
_______________________________
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant is provided.)
Asheville
See attached USFWS correspondence.
Habitat assessment of streams was determined via the National Oceanographic and Atmospheric Administration (NOAA)National Marine Fisheries
Service Essential Fish Habitat mapper. Streams within the project boundaries do not provide essential fish habitat.
See attached cultural correspondence.
The pipeline is within the 100-year floodplain at multiple locations;however,the line will be installed underground and no new
aboveground structures will be built in the floodplain or in the stream channel.
NC Floodplain Mapping Digital Maps
Chris Kul November 14, 2019
Date
Sheet # Wetland Name HUC Basin
Riparian/
Non-Riparian Sheet # Stream/Ditch Name Type
Linear Impact LF
1 WA Lower Catawba Riparian 7,416 0.17 78,051 1.79 1 SC Stream 3,821 0.09 36
2 WB Lower Catawba Riparian 4,426 0.10 124,535 2.86 2 SA Stream 103 0.00 21
3 SD Stream 261 0.01 65
3 SE Stream 176 0.00 44
3 SF Stream 185 0.00 46
4 WC Lower Catawba Riparian 1,527 0.04 48,800 1.11
4 SH Stream 517 0.01 130
5 SI Stream 343 0.01 70
5 WD/WE Lower Catawba Riparian 3,769 0.09 18,158 0.42 5 SJ Stream 797 0.02 199
5 SL Stream 2,403 0.06 355
6 WF Lower Catawba Riparian 2,736 0.06 20,462 0.47 6 SM Stream 447 0.01 114
6 WG Lower Catawba Riparian 2,078 0.05 82,639 1.90 6 SN Stream 706 0.02 118
7 SO Stream 69 0.00 37
7 SP Stream 404 0.01 100
7 SQ Stream 376 0.01 94
7 ST Stream 433 0.01 108
8 WH Lower Catawba Riparian 1,726 0.04 82,639 0.24 8 SR Stream 502 0.01 126
8 WI Lower Catawba Riparian 1,570 0.04 20,692 0.48
9 SU Stream 626 0.01 156
10 WJ Lower Catawba Riparian 3,411 0.08 25,140 0.58
11 WK Lower Catawba Riparian 462 0.01 16,650 0.38 11 SAC Stream 138 0.00 34
12 WL Lower Catawba Riparian 2,756 0.06 14,374 0.33
13 SZ2 Stream 317 0.01 63
14 WM Lower Catawba Riparian 509 0.01 7,761 0.18
15 WN Lower Catawba Riparian 4,541 0.10 7,497 0.17
15 WP Lower Catawba Riparian 0 0.00 3,132 0.07
17 WV Lower Catawba Riparian 1,911 0.04 563 0.01
17 WW Lower Catawba Riparian 0 0.00 12,320 0.28
18 WT Lower Catawba Riparian 0 0.00 24,118 0.55
Linear Impact
Total Wetlands 38,838 0.89 587,531 11.82 12,624 0.29 1,916
Wetland & Stream Impacts
Permanent Impact Area Temporary Impact Area Temporary Impact Area
Streams
Permanent Impact Area
SF/AC
Temporary Impact Area
SF/AC
Temporary Impact Area
SF/AC
RAY CtJ�PE�.
Govemor
V11CHAEL S. REGAL#
secrete
T�� �A�G�RT�iER
Xremr
Kelsey Pace
Piedmont Natural Gas
PO Box 33068
Charlotte, NC 28233
Project: PNG Line 470 Phase I
NC�RTK CARO�lNA
En�►u onmental Quafi y
November 13, 2019
Expiration of Acceptance:
County: Mecklenburg
5I13/2020
The purpose of this letter is to notify you that the NGDEQ Division of Mitigation Services (DMS} is willing to
accept payment for compensatory mitigation for impacts associated with the above referenced project as
indicated in the table below. Please note that this decision does not assure that participation in the DMS in -
lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts.
It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will
be approved. You must also comply with all other state, federal or local government permits, regulations or
authorizations associated with the proposed activity including G.S. § 143-214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not
received a copy of the issued 404 Perm1t1401 Certification within this time frame, this acceptance will
expire. It is the applicant's responsibility to send copies of the permits to DMS. Once DMS receives a copy
of the permit(s) an invoice will be issued based on the required mitigation in that permit and payment must
be made prior to conducting the authorized work. The amount of the in -lieu fee to be paid by an applicant is
calculated based upon the Fee Schedule and policies listed on the DMS website.
Based on the information supplied by you in your request to use the DMS, the impacts for which you are
requesting compensatory mitigation credit are summarized in the following #able. The amount of mitigation
required and assigned to DMS for this impact is determined by permitting agencies and may exceed the
impact amounts shown below.
fever Basin
i
Catawba
Impact L,acaiion
-
03050103'
Riparian Wetland
Impact C�uantity
0.89
*DMS proposes to utilize the Catawba 03 Expanded Service Area to meet the gation requirement.
Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The
mitigation will be performed in accordance with the In -Lieu Fee Program instrument dated July 28, 2010.
Thank you for your interest in the DMS indleu fee mitigation program. If you have any questions or need
additional information, please contact Kelly Williams at [phone].
cc: Chris Kul, agent
Sincerely,
Jarri�s. � Stanfill
Ass�t.A4lanagement Supervisor
Ak�rt� Carotma I�parnnent of Ernironmental £�uaIity I Div#sic�n o#Mitigaticxt Services
2�7 W.Jc�nnes Stree4 � i6S2 Ma;15eivice Center I Ra�eigf� Nart� Ca�-o��a 27699-)65�
9�9.747897'�

QPP�MENT OR Tye/ FIs BBW"LIF14
2� United States Department of the Interior
FISH AND WILDLIFE SERVICE
�gRCH 3 �aA9 Asheville Field Office
I �F
160 Zillicoa Street Suite #B
Asheville, North Carolina 28801
August 7, 2019
Mr. Christopher Kul
Environmental Scientist- Kleinfelder
8933 Western Way, Suite 12
Jacksonville, Florida 32256
Dear Mr. Kul:
Subject: Federally Listed Species Assessment, Piedmont Natural Gas (PNG) Proposed Phase I
of Line 470 Natural Gas Pipeline Replacement Project, in Mecklenburg County,
North Carolina
Dear Mr. Kul:
On July 16, 2019, we received (via e-mail) a copy of your letter requesting our review and
comments on the subject project. We have reviewed the information you presented and are
providing the following comments in accordance with the provisions of the National
Environmental Policy Act (42 U.S.C.§4321 et seq.) (NEPA); the Fish and Wildlife Coordination
Act, as amended (16 U.S.C. 661667e), and section 7 of the Endangered Species Act of 1973, as
amended (16 U.S.C. 15311543) (Act).
According to the information that you presented, PNG is proposing to replace about 2.63-miles of
the existing Line 372 with a 20-inch gas steel transmission pipeline. Replacement of the existing
pipeline will require the clearing of a 65-feet to 80-feet wide construction corridor. After
construction, a 35-feet to 50-feet wide permanent maintenance easement will be maintained. The
remaining temporary construction corridor will be allowed to regenerate naturally. The project
area/proposed corridor for the pipeline is public and privately owned lands consisting of urban
developed areas, and forested areas. The entire project areas is adjacent to Coffey Creek and
appears to cross multiple wetlands and un-named tributaries to Coffey Creek. Your letter did not
include specific information regarding impacts to aquatic resources. The purpose for the pipeline
replacement is to increase system capacity and ensure pipeline integrity.
Federally Listed Species The project site contains suitable summer maternity roosting habitat
for northern long-eared bat (Myotis septentrionalis) which is currently federally listed as a
threatened species. Though the project site contains suitable summer maternity roosting habitat
for northern long-eared bat, we concur with your conclusion that no known hibernacula occurs

Mr. Kul - Kleinfelder
within '/4-mile of the site and no known summer roost trees occur within 150-feet of the site. The
nearest known record for this species is about 50-miles from the project site. According to the
new 4(d) rule implemented for the listing of northern long-eared bat, a cutting moratorium of
June 1-July 31 is recommended within areas of habitat for this species. Because: 1) the project
site is over 50-miles away from the nearest known occurrence; and 2) there is a large amount of
suitable habitat in close proximity to the site and in the surrounding area, we believe any take
associated with this project is discountable and a "may affect — but not likely to adversely affect"
determination is appropriate for this project. We recommend the. cutting moratorium of June 1-
July 31 be implemented into the plans if possible. Though a "not likely to adversely affect"
determination would not be dependent on this action, the cutting moratorium is a measure that
can be implemented to further reduce the probability of "take" of this species. Further, we do
not believe the project will adversely affect any other federally listed species that are known to
occur in Mecklenburg County. Therefore, we believe the requirements under section 7 of the
Act are fulfilled. However, obligations under section 7 of the Act must be reconsidered if: (1)
new information reveals impacts of this identified action that may affect listed species or critical
habitat in a manner not previously considered, (2) this action is subsequently modified in a
manner that was not considered in this review, or (3) a new species is listed or critical habitat is
determined that may be affected by the identified action.
Utility Line Crossings - In the interest of reducing impacts to natural resources, utility crossings
(i.e., sewer, gas, and water lines) should be kept to a minimum, and all utility infrastructure
(including manholes) should be kept out of riparian buffer areas. We recommend that PSNC
assess every stream and wetland crossing associated with the project for HDD installation.
If directional boring cannot be used and trenching is determined to be the only viable method,
every effort should be made to ensure that impacts to instream features are minimized and stable
upon completion of the project. Our past experiences with opentrench crossings indicate that
this technique increases the likelihood for future lateral movement of the stream (which could
undercut or erode around the utility line), and the correction of such problems could result in
costly future maintenance and devastating impacts to natural resources. Therefore, as much
work as possible should be accomplished in the dry, and the amount of disturbance should not
exceed what can be successfully stabilized by the end of the workday. Instream work should
avoid the spring fishspawning season and should consider forecasted highflow events.
Regardless of the crossing method, all utility lines should cross streams perpendicularly. We
strongly encourage that a qualified biologist monitor the work area until the work is complete in
order to identify any additional onsite impactminimization measures. The Service may be
available to assist you in this effort. To determine if any maintenance is required, the work site
should be monitored at least every 3 months during the first 24 months and annually thereafter.
Moreover, we recommend the development of a riparian monitoring and maintenance program
that would outline procedures for the prompt stabilization of streambanks near the utility
crossing (should any streambank erosion or destabilization occur) throughout the life of this
project.
Project Recommendations - We are concerned about the introduction and spread of invasive
exotic species in association with the proposed project. Without active management, including
the revegetation of disturbed areas with native species, project corridors will likely be sources of
(and corridors for) the movement of invasive exotic plant species. Exotic species are a major
2

Mr. Kul - Kleinfelder
contributor to species depletion and extinction; second only to habitat loss. Exotics are a factor
contributing to the endangered or threatened status of more than 40 percent of the animals and
plants on the Federal List of Endangered and Threatened Wildlife and Plants.' It is estimated
that at least 4,000 exotic plant species and 2,300 exotic animal species are now established in the
United States, costing more than $130 billion a year to control.2 Additionally, the
U.S. Government has many programs and laws in place to combat invasive species (see
www. invasivespecies.gov). Specifically, Section 2(a)(3) of Executive Order 13112 - Invasive
Species (February 3, 1999) directs federal agencies to "not authorize, fund, or carry out actions
that it believes are likely to cause or promote the introduction or spread of invasive species in the
United States or elsewhere." Despite their short-term erosion -control benefits, many exotic
species used in soil stabilization seed mixes are persistent once they are established, thereby
preventing the reestablishment of native vegetation. Many of these exotic plants are also
aggressive invaders of nearby natural areas, where they are capable of displacing
already -established native species. Therefore, we strongly recommend that only species native
to the natural communities within the project area be used in association with all aspects of this
prof ect.
We also recommend that seeds for native plants that are beneficial to pollinators be included in
the seed mixes. Pollinators, such as most bees, some birds and bats, or other insects, including
moths and butterflies, play a crucial role in the reproduction of flowering plants and in the
production of most fruits and vegetables. Over 75 percent of flowering plants and about
75 percent of crops are pollinated by these pollinators.. A recent study of the status of pollinators
in North America by the National Academy of Sciences found that populations of honey bees
(which are not native to North America) and many wild pollinators are declining. Declines in
wild pollinators area result of loss, degradation, and fragmentation of habitat and disease; while
declines in honey bees has also been linked to disease. Because loss of habitat and diminished
native food sources have decreased the populations and diversity of pollinators throughout the
country, we recommend that development projects be sited in areas that are previously disturbed
(fallow fields, closed industrial sites, etc.) or sites that do not impact mature forests, streams, or
wetlands. To offset the overall impacts of development and/or to increase the habitat and species
diversity within the project area, we further recommend the following measures be implemented
into project design:
1. Throughout the site, sow native seed mixes with plant species that are beneficial to
pollinators. Taller -growing pollinator plant species should be planted around the
periphery of the site and anywhere on the site where mowing can be restricted during
the summer months. Taller plants, not mowed during the summer, would provide
benefits to pollinators, habitat to ground-nesting/feeding birds, and cover for small
mammals. Low-growing/groundcover native species should be planted in areas that
need to be maintained. This would provide benefits to pollinators while also
1D.S. Wilcove, D. Rothstein, J. Dubow, A. Phillips, and E.,Losos. 1998. Quantifying threats to imperiled species in
the United States. BioScience 48:607-615.
ID. Pimentel, L. Lach, R. Zuniga, and D. Morrison. 2000. Environmental and economic costs of nonindigenous
species in the United States. BioScience 50:53-65.
ILists of invasive exotic plants can be found at http://www.tneppc.org/and http://www. invasive. org/eastern/srs/
(exotic wildlife links) on the Internet.

Mr. Kul - Kleinfelder
minimizing the amount of maintenance, such as mowing and herbicide treatment.
Using a seed mix that includes milkweed species (milkweed is an important host plant
for monarch butterflies) is especially beneficial.
Additional information regarding plant species, seed mixes, and pollinator habitat
requirements can be provided upon request. Attachment 1 and Attachment 2 of this
letter includes a sample upland and riparian seed mix that can be used in conjunction
with a fast growing erosion control seed mix for overall soil stability and pollinator
benefits.
2. Implement a mowing and maintenance program that restricts mowing during the
summer months. Mowing at the site should be restricted to the smallest area possible
to manage the edges of the easement for early successional habitat. We recommend
that PNG evaluate its maintenance plan to target ecological/habitat benefits to other
wildlife species, especially pollinators and birds that require early successional
habitats. One of the best ways to accomplish this objective is to use Integrated
Vegetation Management (IVM) practice using low -volume herbicide applications
when planning management activities. Pollinator nest sites in ROWS managed with
IVM practices have been found to contain about 30% more pollinator nesting sites and
species richness than traditionally mowed maintenance areas. Aside from removing
problem vegetation, the primary focus should be placed on establishing compact
flowering shrubs and managing for native grasses and wildflowers. The overall
objective is to reach a sustainable level of grasses, forbs, and flowering shrubs
(wherever feasible) throughout the project area.
3. Provide nesting sites for pollinator species. Different pollinators have different
needs for nesting sites. Therefore, we recommend maintaining the utility right-of-way
to support a diverse array of habitats to accommodate varied pollinators, from
hummingbirds to butterflies to bees. Hummingbirds typically nest in trees or shrubs
while many butterflies lay eggs on specific host plants. Most bees nest in the ground
and in wood or dry plant stems. For additional information and actions that can be
taken to benefit pollinators please visit the following Web site:
http: //Www.f,vs.gov/pollinators/pollinatorpages/yourhelp. html.
We appreciate the opportunity to provide these comments. If we can be of assistance or if you
have any questions, please contact Mr. Bryan Tompkins of our staff at 828/258-3939, Ext. 240.
In any future correspondence concerning this project, please reference our Log Number
4-2-19-306.
Sincerely,
Jnet �Mizz2i
Field Supervisor
Ld

Mr. Kul - Kleinfelder
Field Supervisor
Attachment 1— Sample Upland Meadow Seed Mix for NC Piedmont
This is an example upland pollinator seed mix that is suitable for the project site. This list is not
an all-inclusive list nor does a pollinator planting project need to include all of these species. I
can help to customize a seed mix for the project area which could decrease costs if requested.
20% Indiangrass, NC Ecotype (Sorghastrum nutans, NC Ecotype)
18% Beaked Panicgrass, SC Ecotype (Panicum anceps, SC Ecotype)
14% Little Bluestein, Piedmont NC Ecotype (Schizachyrium scoparium, Piedmont NC
Eco e
10% Virginia Wildrye, PA Ecotype (Elymus virginicus, PA Ecotype)
6% Purpletop Southeastern VA Ecotype (Tridens flavus, Southeastern VA Ecotype)
3% Bigtop Lovegrass, VA Ecotype (Eragrostis hirsuta, VA Ecotype)
3% Blackeyed Susan, Coastal Plain NC Ecotype (Rudbeckia hirta, Coastal Plain NC
Ecotype)
2.5% Sensitive Pea, NC Ecotype (Chamaecrista nictitans, NC Ecotype)
2% Lanceleaf Coreopsis Coastal Plain NC Ecotype (Coreopsis lanceolata, Coastal Plain
NC Ecotype)
2% Spiked Wild Indigo, NC Ecotype (Baptisia albescens, NC Ecotype)
2% Winter Bentgrass, NC Ecotype (Agrostis hyemalis, NC Ecotype)
2% Slender Bushclover, VA Ecotype (Lespedeza virginica, VA Ecotype)
2% Scaly Blazing Star, VA Ecotype (Liatris squarrosa, VA Ecotype)
2% Appalachian Beardtongue, SC Ecotype (Penstemon laevigatus, SC Ecotype)
2% Wild Quinine NC Ecotype (Parthenium integrifolium, NC Ecotype)
2% Slender Indiangrass, NC Ecotype (Sorghastrum elliottii, NC Ecotype)
1% Grassleaf Blazing Star NC Ecotype (Liatris graminifolia (L. pilosa), NC Ecotype)
1% Mistflower, VA Ecotype (Eupatorium coelestinum (Conoclinium c.), VA Ecotype)
1% Splitbeard Bluestein, VA Ecotype (Andropogon ternarius, VA Ecotype)
1% Spotted Beebalm Coastal Plain SC Ecotype (Monarda punctata, Coastal Plain SC
Ecotype)
1% Orange Coneflower, Northern VA Ecotype (Rudbeckia fulgida var. f ilgida, Northern
VA Ecotype)
0.5% Late Purple Aster, NC Ecotype (Aster patens, NC Ecotype)
0.5% Wild Indigo Coastal Plain SC Ecotype (Baptisia tinctoria, Coastal Plain SC
Ecotype)
0.5% Anise Goldenrod, GA Ecotype (Solidago odora, GA Ecotype)
0.5% Gray Goldenrod, VA Ecotype (Solidago nemoralis, VA Ecotype)
0.5% Swamp (Narrowleaf) Sunflower, Coastal Plain NC Ecotype (Helianthus
angustifolius, Coastal Plain NC Ecotype)
Total: 100%
5

Mr. Kul - Kleinfelder
Attachment 2 — Sample Riparian Area Seed Mix
• Agrostis perennans
Autumn bentgrass
11%
• Andropogon gerardii
Big Bluestein
7%
• Elymus canadensis
Canada wild rye
2%
• Elymus virginicus
Virginia wild rye
15%
• Juncus effusus
Soft Rush
4%
• Panicum virgatum
Switchgrass
11 %
• Schizachyrium
scoparium
Little Bluestein
5%
• Sorghastrum nutans
Indiangrass
6%
• Tridens flavus
Purple top
1%
• Tripsacum dactyloides
Eastern Gamagrass
6%
• Achillea millefolium
Common yarrow
3%
• Asclepias tuberosa
Butterfly weed
1%
• Bidens aristosa
Bidens
3%
• Chamaecrista fasciculata
Partridge pea
2%
• Coreopsis lanceolata
Lanceleaf Coreopsis
7%
• Echinacea purpurea
Cone flower
1%
• Gaillardia pulchella
Indian blanket
2%
• Helianthus angustifolius
Swamp sunflower
1%
• Helianthus maximilianii
Maximilian's sunflower
1%
• Monarda punctata
Spotted beebalm
1 %
• Rudbeckia hirta
Blackeyed Susan
7%
• Senna hebecarpa
Wild senna
1%
• Symphyotrichum
pilosum
Heather aster
1%
• Verbena hastata
Blue vervain.
1%
Total 100%

1/2

ENVIRONMENTAL SERVICES, INC.
4901 Trademark Drive
Raleigh, North Carolina 27610
919-212-1760
www.environmentalservicesinc.com

MEMORANDUM

FROM: Terri Russ

DATE:

31 May 2019

RE:

Line 470-Phase I
Mecklenburg County, North Carolina
Cultural Resources Research
Research conducted by ESI using the by ESI using the North Carolina State Historic Preservation
Office (SHPO) HPOWEB GIS service database on 30 May 2019 revealed no previously recorded
historic properties located adjacent to the proposed project corridor (approximately 2.93 miles in
length).

Research conducted by ESI at the North Carolina Office of State Archaeology (OSA) on 23 May
2019 revealed that one previously recorded archaeological site appears to be located within or
immediately adjacent to the proposed project corridor and potential access road.

Site 31MK129 was recorded by the University of North Carolina-Charlotte in 1980 during a survey
for a proposed wastewater outfall. The site was recorded as a scatter of pre-contact Middle Archaic
to Middle Woodland lithic and ceramic material recovered from a cleared transmission line and
adjacent unpaved road (one of the proposed access roads for the current project). Although the
original recorder recommended no further work be conducted at the site, according to the available
site information, the OSA considers the site’s National Register of Historic Places eligibility
“Unassessed.” It is recommended that the portion of the site located within the proposed areas of
disturbance be investigated and the site boundaries formally delineated prior to any ground
disturbance in this area.

In the event that federal funding or permitting for this project is anticipated, formal coordination
with SHPO should be undertaken to determine if any archaeological investigations or historic
structure surveys will be required under Section 106 of the National Historic Preservation Act
(NHPA 1966, as amended). Section 106 requires that the effect of a project on si gnificant cultural
resources be taken into account on all projects involving federal funding and/or permitting. The
guidelines for fulfilling the provisions of Section 106 are contained in the implementing
regulations 36 CFR 800.

2/2

Approximate Archaeological Site Location
Approximate
location of
archaeological site
31MK129

Memo

Raleigh, North Carolina
TO: Jonathan Oravetz
FROM: Terri Russ, Archaeology Department Manager
CC:
DATE: June 19, 2019
RE: Line 470–Phase I
Mecklenburg County, North Carolina
Archaeological Site Assessment (31MK129)

On June 17, 2019, Terri Russ, RPA, conducted an archaeological investigation of the mapped
location of previously recorded archaeological site 31MK129. As described below, the current
investigation determined that the boundaries of the previously recorded archaeological site do not
extend onto the proposed access road or pipeline corridor.

Background

Research conducted by ESI at the North Carolina Office of State Archaeology (OSA) on 23 May
2019 revealed that one previously recorded archaeological site (31MK129) appeared to be
located within or immediately adjacent to the proposed project corridor and potential access road.

Archaeological site 31MK129 was recorded by the University of North Carolina-Charlotte in 1980
during a survey for a proposed wastewater outfall (Fischer 1980). The site was recorded as a
surface scatter of pre-contact Middle Archaic to Middle Woodland lithic and ceramic material
recovered from a cleared transmission line and adjacent eroded areas. The archaeological site,
as recorded in 1980, spanned approximately 12,600 square meters; however, the recorder noted
that cultural materials were recovered from only five isolated areas within this site boundary.
These five areas totaled approximately 653 square meters. According to the 1980 report, “most
of the site was located within the transmission line clearance” (Fischer 1980).

Artifacts recovered in 1980 included ceramic sherds and lithic debitage and tools. No subsurface
testing was conducted, and the recorder noted that the cultural materials were confined to a “badly
deflated surface” with “very low research potential.” The original recorder recommended no
further work be conducted at the site; however, the OSA coded the archaeological site’s National

Raleigh, North Carolina
Register of Historic Places (NRHP) eligibility as “Unassessed,” meaning its NRHP eligibility had
not been evaluated.

31MK129 Site Plan (Fred Fischer, 1980)
note: 31-Mk-169 was a temporary project site number assigned by UNC-Charlotte

Raleigh, North Carolina

General Project Vicinity

Topographic Location
Approximate Project Area
Approximate Project Area

Raleigh, North Carolina
An examination of historic aerial photography showed the transformation of the landscape. In the
1960s and 1970s aerial photographs, the project vicinity appeared to be an open, sparsely
vegetated field; likely a fallow agricultural field. During the time of the original survey, surface
visibility in this area was excellent, and artifacts were collected from eroded exposures.

1961 Aerial Photograph of Project Vicinity

By 1987, Green Park Circle had been constructed. Initial construction of structures along Green
Park Circle was underway by 1993, and the northern portion of the ridge toe appears to have
been graded for construction. By 1998, structures to the south and north of the powerline corridor
had been constructed. In 2009, it appears that the area containing the archaeological site was
heavily disturbed by excavation and soil removal, possibly for adjacent construction.

Approximate Project Area

Raleigh, North Carolina

1974 Aerial Photograph of Project Vicinity

1987 Aerial Photograph of Project Vicinity

Approximate Project Area
Approximate Project Area

Raleigh, North Carolina

1993 Aerial Photograph of Project Vicinity

1998 Aerial Photograph of Project Vicinity
Approximate Project Area
Approximate Project Area

Raleigh, North Carolina

2009 Aerial Photograph Showing Proposed Pipeline Corridor, Easements, and Access Road
Archaeological site boundary approximated from the 1980 site form; Note the large area of subsurface
disturbance encompassing most of the mapped site location

Results of Current Investigation

Fieldwork was conducted on June 17, 2019, by Terri Russ, RPA. Fieldwork consisted of
pedestrian inspection in areas of good surface visibility as well as shovel testing at 15- and 30-
meter intervals within the vicinity of the previously mapped archaeological site location. Inspection
of the general project vicinity confirmed that the southern and eastern portions of the ridge toe
noted during the 1980 investigation had been destroyed by extensive excavation and grading
(see historic aerial photographs, above). In particular, the soil from the area surrounding the
proposed access road had been removed, likely for use as fill elsewhere.

The proposed access road will follow an existing unpaved dirt path leading from Green Park Circle
to Coffey Creek. Surface visibility along this road as well as in the majority of the surrounding
parcel was excellent. A systematic surface inspection of the area revealed no cultural materials.
Shovel testing in this portion of the project area revealed a thin layer (5–10 cm) of disturbed soil
and road gravel over clay subsoil or saprolite bedrock. No artifacts were recovered from this area.

The only remaining, intact portions of the ridge toe appeared to be located within the existing
transmission line easement. Although located outside of the proposed area of disturbance for the
current project, shovel testing was conducted in this area to determine if any evidence of
Legend
Site Boundary
Construction Easement
Proposed Pipeline
Proposed Access Road

Raleigh, North Carolina
archaeological site 31MK129 could be located. A single artifact, a prehistoric quartz biface
fragment, was recovered along the ground surface of the transmission corridor (outside of the
proposed access road location). Additional shovel testing was conducted at 15-meter intervals in
this area; no subsurface artifacts were recovered. Soils in these shovel tests consisted of less
than 10 centimeters of brown or reddish-brown sandy clay loam over reddish brown or strong
brown clay.

Shovel testing and visual inspection was also conducted south of the proposed access road in a
wooded area along the south side of an existing commercial development, north of the
transmission line corridor, and east along the Coffey Creek floodplain and sewer easement. No
shovel testing was conducted in areas of slope greater than ten percent or in wetlands. Soils in
the undisturbed, upland portions of these areas consisted of less than 10 centimeters of brown
sandy loam or reddish brown sandy clay loam over reddish brown clay subsoil. No artifacts or
cultural materials were encountered in these areas.

Shovel Test Locations
Legend
Positive Shovel Test
Negative Shovel Test
Not Dug/Disturbed
Construction Easement
Proposed Pipeline
Proposed Access Road

Raleigh, North Carolina

Eastern End of Proposed Access Road, facing East

View Along Proposed Access Road, facing West-Northwest

Raleigh, North Carolina

View from Transmission Corridor towards Proposed Access Road, facing South
Note elevation change from past earthmoving activities

View of Northern Slope of Ridge Toe from Sewer Line Easement, facing South

Raleigh, North Carolina
Summary and Recommendations

In summary, the majority of archaeological site 31MK129 appears to have been destroyed by
earthmoving and construction activities. No artifacts or other cultural materials were recovered
from the proposed access road. One artifact was recovered from the transmission line easement;
however, close-interval shovel testing and surface inspection revealed no additional cultural
materials.

It is recommended that the proposed access road be constructed without concern for impacts to
significant cultural resources.

References Cited

Fischer, Fred W.
1980 Archaeological Impact Assessment: Coffey Creek Wastewater Outfall,
Mecklenburg County, North Carolina. University of North Carolina-Charlotte. Ms.
on file, Office of State Archaeology, Raleigh, North Carolina.

1
4
SITE GOFF��g l
n FO��j DR pp ly
t` �� 6tiPM OR $ yll
}
I
b y
=4i GREEN
Q� �PARk CIR y
1 y
VICINITY MAP (NOT TO SCALE) I
m u, I
nD I
o M }
15'ySAN SEWER
FASEMFIST
C m P B. 22> PG. 465
�rn v
r
m r
I -zi
r�r
EXISTING 50' PIPFLINE
EASEMENT
I_ p.B. 8427, PG. 373
I 60, PERMAMENT ACCESS
T- EASEMENT
USSE
FOR
LAUNCHER &
RECEIVER
\
LINETABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
L1
S16°46'33"E
17,96'
L11
S01°53'29"W
19.53'
L21
S09°41'50"E
16.44'
L31
S05°07'50"E
22.36'
L42
N13"22'26"W
13.76'
L52
N44"33'41'W
1.30'
L2
N33°32'11"W
7.77,
L12
S33.43'44"E
24.04'
L22
S13"52'06"E
53.57'
L32
SO4"04'54"E
31.64'
L43
S26"51'37"E
3.43'
L53
N17"37'12"W
49.42'
L3
N48°13'37"W
31.67'
Li3
533°43'44"E
26.93'
L23
S17"46'19"E
46,72'
L33
SO1°02'14"E
35.98'
L44
N13°22'26"W
4.71'
L54
N06°01'23"W
53.38'
L4
522"00'07"W
15.21'
L14
S52"43'05"E
24.38'
L24
S13"05'34"E
35.81'
L34
S09°04'03"E
53.91'
L45
N44°48'53"E
34.95'
L55
S28"16'37"W
14.011'
L5
S22°00'07"W
30.46'
L15
S13"22'26"E
22.08'
L25
S10"54'32"E
54.17'
L35
S15"22'28"E
38.97'
L46
S45.11'07"E
4.00'
L968
N39°01'00"E
19.24'
L6
S08"35'51"E
51,59,
L16
SOQ'24'30"W
22.21'
L26
SO4"45'02"E
56.21'
L36
S13"42'26"E
45.83'
L47
S44°48'53"W
37.43'
L969
Sii°14'46"E
14,38'
L7
S75°07'27"W
7.50'
L17
537°41'20"E
12.85'
L27
S08.15'46"F
35.38'
L38
S44"33'41"E
44.76'
L48
N13"22'26"W
32.29'
L8
S35"43'54"W
4.36'
L18
S28"46'16"W
6.33'
L28
S15°13'17"E
30.06'
L39
S43°45'34"E
35.86'
L49
S28"46'16"W
11.67'
L9
S13"13'55"E
11.43'
L19
S28"46'16"W
23.61'
L29
318'51'25"E
33.99'
L40
S22°54'00"W
18.33'
LSO
S06°50'54"E
34.69'
L10
S35°43'54"W
32.74'
L20
S31"37'34"W
29.91'
L30
S14°1153"E
46.24'
L41 I
N08"06'10'W
82.91'
L51
S08°32'06"E
41.21'
#4 REBAR
N; 525,620.65
E: 1,421,474.85
TCE iS�,>• ``S13°22'26"Er,� _ S08°06'10"E� _�5p�48'50
L9 60.49= 96w5fi' _ 33,74'
05. - L?fi
1�8 S03 3 a WETLAND "WA" 7•,
4 5p4i/p. 2.61' j Ss7 3z by �. _8 . _ 6 75,
6 ( �= 421f 0 1 <ss y SB '" a sa se - sa as
rl
L1 5333 Ao _S3 • S9 / WETLAND'WA„ �•"�\�2 `• �fi� -- _• 5080610"E 200.88' •''-
4"E - _ . L 7 6 E 359.$T 39.12'! r
\2 Si3°22'2
r.-, ?. an z__ -zS11 2357"E _ 506.17'10"E ;L31 _ enn°d�Rr,7 H _ i
�� 5 °2226"W IUSSE-
- - - - - - - - - --
t COFFEE'
GFtFEK
\ TRACT-01
PIN :14106103
THE COUNTY OF
MECKLENBURG
\A NORTH CAROLINA POLITICAL
SUB -DIVISION
D B A658 PG 478
L24L25
L23.
LZ2 �p��G�f-O��C����
�a,507°1513911F R21q,
5.23' Ss
N13"2226 W 20
5SJ SSA-S5_ SSJ_
TCE __--
TCE
U7 W
S =
� m
i4
V3
L51
S16.07'06"E f11f� 93
SB-4
0"L
OL34���AL35~--YG- L,p- -
L42 L41 \ N08°06710"W 365,98'
SS--~
EXISTING 35' PIPELINE EASEMEIV ,
-------------- --- -----------
cS� D.8:5831,YPG 660 ..---------
�SOs �� COFFEY CREEK
WETLAND & STREAM IMPACTS
WETLAND "WA"
STREAM "SC"
PERM. IMPACT
7,416 S.F./ 0.176 AC.
0 S.F./ 0 AC.
TEMP. IMPACT
78,051 S.F./ 1.792 AC.
3,021 S.F./ 0,088 AC.
LINEAR IMPACT
36 L.F.
SWIM BUFFER IMPACT
SBA
S13-2
SB-3
SB-4
PERM. IMPACT
1,723 S.F.
0 S.F.
0 S.F.
695 S.F.
TEMP. IMPACT
10,631 S.F.
932 S.F.
441 S.F.
2,771 S.F.
SSA �555-
59 !� Se l 58 1 Sa f SB I Sa ti S6 ti S✓3 _� $Q Se- $8 L SQ --f 56 J 56 � SQ � $B
GEI
sa
� SIB r-- S9 58 5B � SB gg �- S9
� SB
Sa
59
� 59
f 513 sp PERMANENT TEMPORARY TEMPORARY PERMANENT STREAM WETLANDS
f 5a WETLAND WETLAND SWIM BUFFER SWIM BUFFER IMPACT
l 56 IMPACT IMPACT IMPACT IMPACT
LEGEND GENERAL NOTES � I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
1. PIPE fNSTALLATION THROUGH JURISDICTION BOUNDARY \\r G A RA //, 973 111=! If DUKE Piedmont
• COMPUTED POINT REBAR FDUND 5 SANITARY SEWER MANHOLE
O
SUBJECT BOUNDARY LINE
AOJOINER BOUNDARY LINE
- • - - - - - - WATER EDGE
-- TEMPORARY CONSTRUCTION EASEMENT(TCE)
- Sa SO SWIM BUFFER
- - - - - - NEW PERMANENT EASEMENT
- - - - EXISTING EASEMENT
G G EXISTING GAS LINE DB DEED BODK
- 9- -�- - NEW PIPELINE
~ SS S5 SANITARY SEWER LINE PB PLAT BOOK
r-rrfy�--y-ryy--r"n. TREE LINE PG PAGE
BY OPEN CUT UNLESS OTHERWISE NOTED.
2, EXISTING PIPELINE 372 WILL BE REMOVED PRIOR TO
INSTALLATION OF NEW LINE 470.
�� / SUPERVISION AND THAT THE WETLANDS SHOWN HEREON
` • �� REFLECTS THE DELINEATION EVIDENCE PROVIDED BY
�� Q` + •ESS� • y /� KLEI R IN J NE 2019.
\ 0
4 = • •OTC � •9 �
• �• �
9
•4 SEAS- r'
._ DAVID A. CLARK, PLS L-4649
• L-4649 or: _
� . O• -
' .•9 0 � .
j • SIJ�V • •� \�
•
//:�,! • • tiN
r�+\I \
' V A.
����/+D A. 11,\\
SURVEYING & CONSULTING
6642 REGIONAL
MARKET STREET. SUITE 100
GREENSBORO, NORTH CAROLINA 27409
NC FIRM LICENSE NO. C-1362
ENERGY. �1 Natural Gas
CO PVAIGHT 201E
dURISDICTIONALB011NDARYSOF
LINE 470 PHASE 1
PIPELINE REPLACEMENT PROJECT
CHARLOTTE, MECKLINBURG COUNTY
NORTH CAROLINA
DRAWN BY:SRM
LCS:115754-005730
DATE:0912412019
REVISIONS
JOB NO. 1652.00
SCALE:1"=64'
IR# 0228020 SHEET 1 OF 17
60 30 U 60

m Po�NS 4R o
0
9
SITE
GRCEN
Q� �epARK CIR
7
VICINITY MAP (NOT TO SCALE
Nc cRln '
a*L Sdo
b�-ya Nqo 83fzr
1
LINE TABLE
LINE TABLE
LINE TABLE LINE TABLE PIN: 14106137
BC REALTY PARTNERSHIP
LINE TABLE
LINE TABLE
LINE
BEARING
LENGTH
LINL
BEARING
LENGTH
LINE BEARING LENGTH LINE BEARING LENGTH
A NC GENERAL PARTNERSHIP
L72 S29°37'51"E 30.04' L82 S08°56'22"W 10.71' D.B. 9540, PG, 535
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
L35
S15'22'28"E
38.97'
L60
S36°25'06"W
9.85'
L90
N10'17'19"W
15.66'
L105
N17'37'15"E
7.99'
P.B. 27, PG. 451 LOT 371)
\
L36
S13-42-26"E
45.83'
L61
S11"53'24"E
41,99'
L73 SO4°00'34"E 63.77' L83 S25°06'10"W 8.77'
PIN:14106127
L74 S15"49'54"W 23.74' L84 N15'51'15"E 276.23' \ KEELY A. GRICE
D.B. 29005, PG. 316
L91
N64°07'68"W
17.25'
L106
N40'02'29"W
22.05'
L37
S17'10'07"E
35,64'
L62
S11'53'24"E
9.01,
L92
S82'21'22"E
17,99'
L107
NOB-06-10"W
9.64'
L38
S44'33'41"E
44.76'
L63
N52'27'49"W
48.74'
L75 S65-32'02'E 8.56' L85 NO2-38'25"E 2.13' P.B.24, PG.300LOT37A
L76 S38`24'03"E 18.96' L86 NO2'38'25"E 2.49' \
L77 S06'05'52"W 90.45' L87 S31'52'45"W 22.44' TRACT-01
L78 N11"30'20"E 43.01' L88 N38"01'58"W 5.82' PIN:14106103
THE COUNTY OF
L79 N10°17'19"W 2.85' L89 N35"28'57"E 20.35' MECKLENBURG
L93
S82'21'22"F
17.67'
L108
N30'28'14"W
15.62'
L39
S43°45'34"E
35.86'
L64
N70'21'37"W
6,35'
L94
N62'44'00"E
2.28'
L109
N30`28'14"W
15.04'
L51
SOB'32'06"E
41.21'
L65
N48°29'24"W
29.24'
L95
N62"44'00"E
24.73'
L506
S3B'01'68"E
49.70'
L52
N44"33'41"W
1.30'
L66
N09"06'59W
35.07'
L96
N10°00'13"E
50.70'
L507
S02'13'54"W
4.88'
L53
N17'37'12"W
49.42'
L67
N59'57'25"W
7.67'
L97
NOB"15'50"W
44.74'
L508
N05'52'13"W
23,43'
#4 REBAR A NORTH CAROLINA POLITICAL
L80 N10°17'19"W 44.35' N:524,597.45 SUB -DIVISION
E: 1,421,862.23 D.B. 4658, PG. 478
L56
SOB"06'10'E
57.45'
L68
N59'57'25"W
4.19'
L98
N14'27'03"W
42,11'
L509
N05"07'23"E
24,19'
L57
S19'06'33"E
33.92'
L69
N59"57'25"W
43.77'
L81 S27°54'37"E 28.43' \ TRACT O
\ / \s
_ _ \ - TCE �� '�'o r
G
�<6'�
L99
NO3°51'21"E
39.53'
L510
N09°34'20"E
21.45'
L58
S39°12'38"E
53.69'
L70
N35'59'42"W
57.09'
L100
N12'02'35"W
37.49'
L511
NO3°47'02"W
16.51'
559
588'05'24"E
16.93`
L71
N71°03'15"W
16.71'
L101
N01"41'60"E
12.07'
L512
N19'21'01"W
41.25'
1j 1
PIN:14106136
L61 172 r\�8"'
a �$ L73 �F
L102
N15"45'21"E
21.95'
L513
N23'41'19"W
21.40'
A
BC REALTY
NC GENERAL
D.B. 9540,
PARTNERSHIP
PARTNERSHIP
PG.
535
�0� -
5ga 0 50 L62 : ,1�1>g L� /
tC
L103
S65°32'02"E
24.41'
L514
N30°50'05"W
16.16`
P.B. 27, PG.
451 LOT
37C
L I ss w`` y63 = Spy 4 SB-7�r ���'
L104
S02°38'25"W
3.78'
L515
S70°21'37"F
2.74'
#4 REBAR ' ,' Wk I LHI tLl "VVH" S8
Cn Cn N: 624,976.19
_r- E:1,421,614.86 Sa .
Lf } IF]/ ' �'
I i `
fl-1 .. ... L57 �� ' 59 I �'Dp
'� �� L56 . '. ,�• G.r Ss-
_e C51 �3! �.-�. .�50 �:� tip' +IG%�� / Lp
8B�A �$ 1 sa -�Sa S Wf 7L4Nf?"WA"S� Y ItTO 1, 91 L53 r c�'L - - - - 8 - - ' lGif 1k0 OSs' 2'
V 1S08'0S'1d"E 85.68' S&- ' Tp•
.L35 ri,11x� - G'
L36 L37~
t10g0 O%
198i N S5
� t � �
�Y�+ ~Ss�~mod~�W366S 8� L10 11g6/5 rinZ�
iiE7� G_
SB-5 O m cP
7.
r�A
LINE TABLE
LINE
BEARING
LENGTH
L516
N23'50'08"E
15A4'
L517
N26'44'28"E
15.07'
L518
N10"27'31"E
15.00'
L519
N06'03'11"W
21.75'
L520
N12'26'40"W
15.66,
L521
N01-34-15"F
20.83'
WETLAND & STREAM IMPACTS
WFTLAND "WA"
WETLAND "WB"
STREAM "SA"
PERM. IMPACT
7.416 S.F.[ 0.170 AC.
4,426 8.F.10.102 AC.
0 S.F.10 AC.
TEMP. IMPACT
78,051 SYJ 1.792 AC.
124,535 S.F,/ 2,859 AC.
103 S.F./ 0.002 AC.
LINEAR IMPACT
21 L.F.
SWIM BUFFER IMPACT
SB-4
SB-5
SB-6
SB-7
S13-8
PERM. IMPACT
695 S.F.
0 S.F.
0 S,F,
2,621 S.F.
0 S.F.
TEMP. IMPACT
2,771 S.F.
58 S.F.
1,004 S.F.
20,536 S,F.
15,144 S,F.
�02
LSdT s6 SH _ SB 42gT,
-
(y01 L10p- WEWETLAND.WB"
98
L98
L97
�8 'Spgs�� ; _ 4�2A`(6 Sot 38z)5"w�f((!
G, 66o�NT CS 7je,2y
1943nF'
S'S
�YYy
LINE TABLE
LINE BEARING LENGTH
L522
N05'46'39"E
23,14'
L523
N11'43'14"E
19.52'
L524
N17'04'50"E
17.91'
L525
N19'27'53"E
16.40'
L970
N38°01'58"W
6.14'
L971
N09°2416"W
7.14'
m.ATAmAmrn �-`-�� •w
'ATAAT
MR\ r
I�A ♦o 7�♦2�III�II�
IATA7147AVAVATAI
u-.
SB-8
LEGEND
� OS SANITARY SEWER MANHOLE
GENERAL NOTES
1. PIPE INSTALLATION THROUGH JURISDICTION BOUNDARY\�
BY OPEN GUT UNLESS OTHERWISE NOTED.
011111' 11!//`
H C Q R //`' I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
� Q � SUPERVISION AND THAT THE WETLANDS SHOWN HEREON
( DUKE o Piedmont
'
� COMPUTED POINT REBAR FOUND
2. EXISTING PIPELINE 372 WILL BE REMOVED PRIOR TO
�� •G C n/ �� //' REFLECTS THE DELINEATION EVIDENCE PROVIDED BY
Q L V
ENERGY. Natural Gas
SUBJECT BOUNDARY LINE
INSTALLATION OF NEW LINE 470.
`
Q `I� i KLEIN R IN JUNE OF 2019.
Q' �•.
SURVEYING & CORt5ULT11VG
REGIONAL LAND SURVEYORS, INC.
- ADJOINER BOUNDARY LINE
- - - WATER EDGE
,� 9
. 4 S EA �.
864z WEST MARKET STREET, SUITE 1ao
copveicHrsote
JURISDICTIONAL BOUNDARYS OF
TEMPORARY CONSTRUCTION EASEMENT (TCE)
se SB SWIM BUFFER
- . f L-4649 ID A. CLARK. PLS L-4649
GREENSBORO. NORTH CAROLINA 27409
NC FIRM LICENSE NO, C-1362
LINE 470 PHASE 1
- - - - - - NEW PERMANENT EASEMENT
- - - - EXISTING EASEMENT
-7 Q ��pp
•.�j LSl7Q. `
PIPELINE REPLACEMENT PROJECT
DRAWN BY: SRM
LCS: 115154-005730
DATE:091241201D
REVISIONS
G G EXISTING GAS LINE p8 DEED 600K
- -- 0- - G- - NEW PIPELINE
PB PLAT BOOK
/ • • �.
�/ O • e'$UR� . ' ��
+�/'9� + + • e�'i`
CHARLOTTE, NORTH AROLI A COUNTY
NORTH CAROLINA
JOB NO. 1852.00
SCALE; 1" =6q'
- - WETLAND
ss ss- T SEWER LINE
��
'�✓���� A, C\.P;�\\�
IR# 0228020 SHEET 2 OF 17
TSANITARY REE LINE PG PAGE
�� �i
I �1��
sq ao q so

m 40-
1N� 9 �O
J � aEP� pF
9�0
GREEN
Q` SITE •PARK CIR
1
VICINITY MAP (NOT TO SCALE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
L77
S06°05'52"W
90,45'
L91
N64"07'58"W
17.25'
L116
N60"08'42"W
40.55'
L125
N25°04'36"W
10.77'
L134
N35°39'41"E
17.23'
L143
N07°53'58"E
21.08'
L78
N11°30'20"E
43.01'
L104
S02.38'25W
3.78'
L117
S77°44'53"W
10.99'
L126
N01°40'50"E
10.18'
L135
N57°28'50"E
26.52'
L144
N04°12'45"E
27.72'
L79
N10"17'19"W
2.85'
L105
N17"37'15"F
7.99'
L118
S15°09'57"W
20.39'
L127
S01 "40'50"W
8,40'
L136
N32°31'10"W
4.00'
L145
N13°00'08'F
14.64'
LBO
N10°17'19"W
44.35'
L110
S14°56'26"W
32.81'
L119
S28°45'37"W
16.98'
L128
N01°40'50"L
37.25'
L137
S57°28'50"W
27.29'
L146
N43.25'13"E
14,08'
L81
S27°54'37"E
28.43'
L111
S14°56'26"W
25-12'
L120
S07°35'37'W
19-98'
L129
S63°57'13"E
24.32'
L138
S35"39'41"W
14.97'
L147
877°44'53"W
12.79'
L82
S08°56'22"W
10,71'
L112
S15°09'57'W
29,40'
L121
S07°35'37"W
19.42'
L130
N83"25'20"E
22.29'
L139
S01.40'50"W
25.39'
L148
N07°05'41"E
4.24'
L83
S25°06'10"W
8.77'
L113
N77°44'53"E
10.45'
L122
S13°08'29"E
45.81'
L131
N06°34'40'W
4.00'
L140
N15°04'31"W
8.32,
L149
N77°4453'E
13.46'
L85
NO2°38'25"E
2.13'
L114
S60°08'42"E
42.09'
L123
N01°59'15'E
10.60'
L132
S83°25'20"W
21.12'
L141
N05°14'54"W
24.39'
L150
S34°43156"E
18.29'
L90
N10°17'19"W
15.66
L115
S29°51'18"W
4.00'
L124
N111°39'37"W
19.19'
L133
N63°57'13"W
23.18'
L142
NO3°08'21"E
40.51'
L151
S15°22'42"E
48.77'
y i I �p z0.d Ell I
` PIN:14106134 y ly i jJ 000 ��
`4 ENGINEERING SYSTEMS INC.
B20tt} D.B. 29939, PG. 281 1�4, aQa 1 44 REBAR I-
TRACT-01 r Sao�u+ N� P.B. 28, PG. 340 l�'S moo N:523,386.93 LU LLI (ty -A PIN: 14106103 sac °Rtio � TRACT II �5, F: 1,421,679.93 n UJ W
` THE COUNTY OF MECKLENBURG -`-y LOT 32C f �� ���� 200' DUKE POWER c T T
N W (!) A NORTH CAROLINA POLITICAL 3y LPw I ter` RIGHT -OF WAY
SUB -DIVISION #4 RLBAR �o = o D.B. 4956 PG. 791 �� r
- - - - - D.B. 4658, PG. 478 N: 523,366.93 D.B. 5618 PG 446 S
L77
TRACT II 1 E: 1,421,679.93
• "- � .
��lUl�oa SB_1 L�
r SB ' _ . ~ .�~ 5i'i`W 276.98' f - 52 C �562 14'37 U1�L120 /17
se SR WETLAND "WIT" I 4.
- - - S$ � se --5g - - - - - _ _ _� •� - 5�1"3 +E�37.15'ir 59_ L121 I I
S06 05'52"W 84 96' * -+ _=+ - 507°0041'W+373.22' w - - w - - S01"40'SO"WW •_ se
_'Si6 03Sz `L 58 59 sB -"sB 58+ * ' j".BS'-
Cf05 iL78 Sf „w 142.52,, . . . _ n . `.ss ss sa se se --• sa H ss -Y- 0 B -SO se - SB R 4
80 I 5`35'U5' SA -'L 1H S "- se •� �`SB SD
702E =-' �f TCE O C11
�GgO- L82 C83 47g - S� °28 f0sr� u.. - - - - - - - _ . c� pS
of LL rSB-8 - 2 I I I143 4+11 _ s Z 1 i i WETLAND "WB" f;1' ! - / G
U `r 7�-48.42'• _,, • ..3 �a�}31.
N06°05'S2"E 80.63' - - -
` - -___- ---- { ---- - i IS07 05'41 W 129 34 L139 - - > d • I �G G Ly2 1�° / za
_ r w I i A 39 sum
L85 51 93'---- _ w Grpt;
N15°.-�Al� A� �A
--- _-------5i 15°E 27&.23' a W Sf3'1'9 `0" `ri5 - Lf12 ��^ -GT` . 0�!" GS?5145�44�� L143 Q`L14^ . Sj �����u OEM, ^ �T
�- --__ W y `SOB°4133 W =-t �� 1B, r 33"E 7583 5825 N�5- ,S206 A '> S :• _ 6g1A 5�5$000
r SOA°33 ,Elil - 84 25 W Cry 784 �. V1 S m2
-' fib _ _ [ 4 - . se.a5 F-,��-��
5'TCE w - N07°05'41"E 167.95'=-_L148_--_- - ' -- ' � -38 N 0
m - --y N07°O5'41"E 211.56'-9s-L128/I
lj uJ j sL12610 aorx 1!!I
UJ
Z - L127 J - ❑m
�to U I 200' DUKE POWER
Uj INW PIN:410fi 03 RIGHT-OF-WAY�'° '
4 THE COUNTY OF MECKLENBURG - R,B. 1$33 PG. 513
P A NORTH CAROLINA POLITICAL SUB -DIVISION "CIO
a Sgz _
D.B. 4658, PG. 478 I
TRACT II aaQ 1II 1 �f
'? TTT II
WETLAND & STREAM IMPACTS
WETLAND "WB"
STREAM "SD"
STREAM "SE"
STREAM "SF"
PERM. IMPACT
4,426 S.F./ 0.102 AC.
0 S.F.! 0 AC.
0 S.F.10 AC.
0 S.F.10 AG.
TEMP. IMPACT
124,535 S.F./ 2.859 AC.
261 S.F.10.006 AC.
176 S.F./ 0.004 AC.
185 S.F.! 0.004 AC.
LINEAR IMPACT
65 L.F.
44 L.F.
46 L.F.
LEGEND
• COMPUTED POINT A REBAR FOUND QS SANITARY SEWER MANHOLE
SUBJECT BOUNDARY LINE
ADJOINER BOUNDARY LINE
- - - - WATER EDGE
^ TEMPORARY CONSTRUCTION EASEMENT (TCE)
sR SB SWIM BUFFER
- - - - - - NEW PERMANENT EASEMENT
- - - EXISTING EASEMENT
GG EXISTING GAS LINE
DB DEED BOOK
--- 0- -0- -- NEW PIPELINE
- • • WETLAND
PS PLAT BOOK
ss ss SANITARY SEWER LINE
PG PAGE
ryy_y -ry_y_ Y - TREE LINE
SWIM BUFFER IMPACT
S8-8
SB-9
SB-10
PERM. IMPACT
0 S.F.
0 S.F.
0 S.F.
TEMP. IMPACT
15,144 S.F.
3,082 S.F.
598 S.F.
GENERAL
1. PIPE INSTALLATION THROUGH NOJURSDICTION BOUNDARY \\` - TES ` 16 e O
A'T !`/// 1 HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
BY OPEN CUT UNLESS OTHERWISE NOTED. \\` 0� � S./!'�/REFLEC SUPERVI SIOON AND
THAT
I HE EV IDPROV SHOWN HERBYEON
2. EXISTING PIPELINE 372 WILL BE REMOVED PRIORTO
INSTALLATION OF NEW LINE 470. 0 2 / KLE DER IN NE OF2019.
Q` 'C/ y
. a SEAL r•
r L-4649 `
%r fv Qr�, = AVID A. CLARK, PLS L-4649
�v./
'p
ATAVIN
EE--101 flllll=111111= • • •
IMPACT IMPACT IMPACT
FZL-E;
SURVEYING & CONSULTING
REGIONAL LAND SURVEYORS, INC.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
NG FIRM LICENSE NO. C-1362
❑RAWNBY:SRM I LCS:115754-005730
JOB
I SCALE; 1" = 60' 1
IMPACT
%DUKE I r6§1 Piedmont
ENERGY. [((��j Natural Gas
COPYRIGHT 2018
JURISDICTIONAL BOUNDARYS OF
LINE 470 PHASE 1
PIPELINE REPLACEMENT PROJECT
CHARLOTTE, MECKLINBURG COUNTY
NORTH CAROLINA
IR# 0228020 SHEET 3 OF 17 1

5�
\PARK
GREEN
Gll?
/
ay
ApSITE
1
R
At/FNL�
j
VICINITY MAP (NOT
TO SCALE)
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE
BEARING
LENGTH
LINE
BLARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
SEARING
LENGTH
L119
S28°45'37'W
18.98'
L156
S76"28'37"W
5.28'
L166
N55°58'35"W
43.55'
L176
N11°39'37'W
45,06'
L186
S13'14'31"E
16.84'
L196
N39°49'53"W
296.34'
L206
S17"46'48"W
4.00'
L217
N59'49'29"W
37.03'
L120
307°35'37'W
19.98'
L157
S25'04'58"E
6.65'
L167
N44°31'15"W
59.48'
L177
N11"39'37"W
10.89'
L187
S05'24'28"E
14.00'
L197
S07°26'54"E
13.11'
L207
N72'13'12"W
75.33'
L218
N48'113"9"W
44.08'
L121
S07'35'37'W
19.42'
L158
S36°03'02"E
3.16'
L168
N69°20'14"W
52.44'
L178
N11°39'37"W
4.98'
L188
S01"44'33"W
28.12'
L198
S46'05'12"E
12.83'
L208
N74'49'09"W
6.69'
L219
N55'03'25"W
68,80,
L122
S13"08'29"E
45.81'
L159
S66'25'37"E
28,94'
L169
N52'46'21"W
21.67'
L179
N41'43'45"E
2.57'
L189
S19°49'35"E
21.82'
L199
S56'37'16'E
20.27'
L209
N70°56'52"W
13.67'
L220
S76'28'37"W
27.38'
L150
S34°43'56"E
18.29'
L160
S41'35'20"E
3.32,
L170
S79°22'20"W
27,49'
L180
S42°45'43"E
4.02'
L190
S26°01'26'E
38.49'
L200
S72'15'12"E
13.30'
L210
S67°06'37"W
31.91'
L221
S09'12'08"E
61,01,
L151
S15°22'42"E
48,77'
L161
S78"09'42"E
25.04'
L171
S86'15'17"E
8.89'
L181
S41'43'45"W
5.16,
L191
S22"48'20"E
28.79'
L201
N47'32'00"W
54.95'
L211
N67'06'37"E
35.14'
L222
S31'27'05"E
34,39'
L152
S09°46'26"E
53,85'
L162
S47"32'00"E
22.49'
L172
N47°32'00"W
29.27'
1-182
S25°41'32"E
30.75'
L192
S39'28'50"E
39.33'
L202
N78'09'42"W
41.33'
L213
N47°32'00"W
2.11'
L153
S21"26'24"E
13.32'
L163
N66'00'05"W
23,04'
073
N47°32'00"W
7.28'
L183
S14"25'20"W
16.96'
L193
S28'29'46"E
31.74'
L203
N47"24'28"W
64.45'
L214
586°15'17"E
13.34'
S22°23'05"E
40.84'
L164
N66°00'05"W
16.39'
L174
N47"32'00"W
4.40'
L184
S06'10'59"E
26.16'
L194
S44°00'13"E
16,68,
L204
N25"04'58"W
44.91'
L215
S62'02'51"E
23.45'
qL154
L155
S39"23129"E
44,80'
11-165
N44'08'08"W
31.35'
L175
N47°32'00"W
30.74'
L185
S15"45'14"E
13.26'
L195
N86-43'07"E
15.29'
1-205
S72'15'12"E
83.93'
L216
N70"21'19"W
25.45'
TRACT 04 ` r TRACT 01 �A"�J
f o \\ Q/#4 REBAR PIN: 14106142 /
1 ` / / L N: 1URG C3
523,386.93 , MEGA WIRELESS GROUP, LLC \ / /
1 ° r yy / MfCKLENBURG COUNTY
/ \\ E: 1,421,679.93 A NORTH CAROLINA LIMITED I r r - -
� o� I APOLITICAL SUBDIVISION OF THE \ O Q o�G , LIABILITY COMPANY f
r Cy C ��§ D.B. 33182, PG. 82 / y // STATE OF NORTH CAROLINA
�. L150 O ' , T - /
/\ .es�9s �� O , / P.B. LOT 50
570 O \ //� /�' / D.B. TRACPG. 478 �_
1 TIE /%� �'/
'9( S'�°off¢ \\ ff/�A �'��' // #dREBAR /r'r 1pg5� WETLAND'_WB
duo TRACT-05 / 2
�71•? r / / EN ,421,754.80 1& SANITARY SEWER RM PIN: 14106140
'u� ♦ r
3 --------- _ PB 27 PG 570 MEGA WIRELESS GROUP, LLC / \
- - - - - - - -� A NORTH CAROLINA LIMITED // // -• , ' = tC
ff�/T� LIABILITYCdMPANY
SB-10 --- s D.B. 29780. PG. 149 / / 6
--------------- -ma`s\s TRACT ONE &TWO
//55"3 b2� 5� l
. P.B. 27, PG.570 / // L162 S' P morn C15 6�gA vry^(2 W 65 1y
� � / �� - �� �.,e 6g 96 �-t` �rtti 65. � 27 \
T LOT 47, 48, 49
(ZI�� � �` r L1G0/ %�1 58 30�g251-fW� �21� �1$6�I �, t L22r2�1
i3 L7 �+ �+ -��
2' _ s' ' L155 S39'49'S3�E 109^3 1 'i 55 - -41- TCE _ .
1 '^ 3 _ �` 8 _ 9 4 -.- .. F S32°47'03"E 74.13' �9" ; � \ yd 1A 's
73 " r _ _ . .. - - - • - - y
�s 9;?T., y:�� •'-s t180 /♦ (j84� . e ya. L157�- _ scp7,84's .5 � t`L� 20p � 1g,.; � �� 5'xfl�51" 55�s r6s`7}.
C7g� N7y, TC£ ?g �F L158 S45"Oh/'21'9 N
l/p3 4 L205 426 3112"E
WETLAND "WB" 56 r- Se s6 � L196� ,Lp°�• gy. _
�\ (1T8 _ _� `c �{�,• 8,p�, . s �58 C20Q "VV ' on C79T'''S 1�gylLl6i° p3 s5 t \ 5
a 281 40_k ?
N39 4953"W i, , i 1ta� v GM
0 1Nf�h\ a3�VJ �55 _
N3247'03W86_72' 1 _� �,' � i�lLxI "NL192 G�t19z�:t194:- - �
- 535°51 15"1_ 64 65'i 5 l
�0� L190"5� `542°550T�E 97.26 _ O� �Im y172
N 7 3 ^S35°49'42"E 64 63 0� S�.~. - - 175- \ �55��
r N 93 c ,. G 1p
G-- ;-� 0� . . _. �f L �1i3 n q t♦
h139°49'53"303.1 P - - C3 m Z
� ----- - _l - __ ---� .N32°47'03"W 96.02'-'~ • - - - SSJ .� - - G�t
� 5' TCE
EXISTIN G 35UI
1 j' EASEMENT
LiJ1
q B. 5831, PG. 660 - W LU tt
CREEK Z Z
PIN:14124107 C cl) f
y
WETLAND & STREAM IMPACTS
WETLAND "WB"
WETLAND "WC"
STREAM "SH"
PERM. IMPACT
4,426 S.F.] 0.102 AC,
1527 S.F./ 0.035 AC,
0 S.F.! 0 AC.
TEMP. IMPACT
124,535 S.F.12.859 AC.
48,800 S.F.! 1 A 12 AC.
517 S.F./ 0.012 AC.
LINEAR IMPACT
130 L.F.
LEGEND
9 COMPUTED POINT REBAR FOUND QS SANITARY SEWER
MANHOLE
SUBJECT BOUNDARY LINE
ADJOINER BOUNDARY LINE
- - -- - WATER EDGE
TEMPORARY CONSTRUCTION EASEMENT (TCE)
- SB S9 SWIM BUFFER
- -- - - -- - NEW PERMANENT EASEMENT
- - EXISTING EASEMENT
G-0 EXISTING CAS LINE
Dg DFED BOOK
- G- -0- --- NEW PIPELINE
- - WETLAND
PB PLAT BOOK
-SS-SS- SANITARY SEWER LINE
PG PAGE
TREE LINE
SWIM BUFFER IMPACT
SB-10
SBA 1
SB-12
SB-13
PERM. IMPACT
0 S.F.
0 S.F.
0 S.F.
0 S.F.
TEMP. IMPACT
598 S.F.
168 S.F.
1,385 S.F.
11,385 S,F.
1. PIPE INSTALLATION
BY OPEN CUT UNLESS GENERAL ERW SE NOTES UPERV S ON A
N BOUNDARY \�\�\•1\ �' 1 "� It�f///J CERTIFY
ND THAT THE WETLANDS SHEREON
REON
REFLECTS THE DELINEATION EVIDENCE PROVIDED BY
2. EXISTING PIPELINE 372 WILL BE REMOVED PRIORTO w�` Q •FE.S/ `�?,'�
INSTALLATION OF NEW LINE470. � '�', d ®•• w KLEINFELDER IN JqNEOF2�019s
SEAL
L-4649 D VIDA.CLARK.PLS L-4649
d.'
SMQ`,\`��
7ID A I00
CITY OF CHARLOTTE
D.B. 24210, PG. 145
PERMANENT TEMPORARY TEMPORARY
PERMANENT STREAM WETLANDS
WETLAND WETLAND SWIM BUFFER
SWIM BUFFER IMPACT
IMPACT IMPACT IMPACT
IMPACT
(�N/01� Piedmont
GY. [ Natural Gas
ENERGY.
SURVEYING & CONSULTING
REGIONAL LAND SURVEYORS, INC.
CdpYRfGH72619
8642 WEST MARKET STREET, SUITE 100
.JURISDICTIONAL BOUNDARYS OF
GREENSBORO, NORTH CAROLINA 27409
NGFIRM LICENSE NO. C-1362
LINE 470 PHASE 1
DRAWN BY:SRM
LCS:1i5754-005730
PIPELINE
REPLACEMENT PROJECT
DATJOB
REVISIONS
J08 NO. 1852.0E
NO.1852.00
REV 1:1110712019
CHARLOTTE, MECKLINBURG COUNTY
SCALE: 1" = 60'
NORTH CAROLINA
IR# 0228020 SHEET 4 OF 17
60 30 0 60

SITE
VICINITY MAP
PIN:14124107
CITY OF CHARLOTTE
D.B.24210, PG. 145
LINE TABLE
LINE
BEARING
L221
S09'12'08"E
L222
S31"27'05"E
L223
SO4"00'56"E
L224
N00`56'38"F
L225
N12"20'35"W
L226
N06°5446"W
L227
S15'16'12"W
L226
815'16'12"W
L229
S82"17'02"W
L230
S46'07'47"E
L231
870'33'25"W
L232
S70'33'25"W
LINE TABLE
LENGTH
LINE
BEARING
61.01'
L233
S70'33'25"W
34.39'
L234
S70"061241qW
42.13'
L235
N12°1V55"W
16.98'
L236
N70'07'16"E
7.80,
L237
N70'33'25"E
46.57'
L238
N70o33'25"E
414.89'
L239
N46"07'47"W
6.20'
L240
N82'17'02"E
30.17'
L241
N12'11'55"W
17.52'
L242
S17'42'23"E
9.11,
L243
S84'46'52"W
10.79
L244
N87-04'33"W
LINE TABLE
LENGTH
LINE
SEARING
5.04'
L246
N68'1T53"W
45.41'
L247
N33"23'04"W
34.37'
L248
N55'36'56"E
45.64'
L249
S33"23'04"E
4.81'
L250
S70'30'22"E
12.87'
L251
S70'30'22"E
14.2V
L252
N68'17'53"W
4.85'
L253
N68"17'53'W
13.79'
L254
SO4°00'56"E
15.23'
L255
S43'69'51"W
6,28'
L256
S45'24'36'W
45.33'
1 L257
1 N84"20'54"W
LINE TABLE
LENGTH
LINE
BEARING
2.67'
L258
N19°55'53"E
15.38'
L259
S00"21'54"W
4.00'
L260
S21-35'46"W
14.03'
L261
N01°03'08"E
41.73'
L262
N15'16'12"E
13.09'
L263
S01'03'08"W
11.05,
L264
S21"36'46"W
42.94'
L265
S35°24'41"W
18.01'
L266
S15'16'12"W
24,88'
L267
NO3°46'29"E
10.92
L268
N24'21'44"E
11.94'
L269
N39'19'31"E
WETLAND & STREAM IMPACTS
WETLAND "WC"
WETLAND "WDIWE"
STREAM "SI"
STREAM "SS'
STREAM "SL"
PERM. IMPACT
1527 S.F./ 0.035 AC.
3,769 S.F./ 0.087 AC.
0 S.F./ 0 AC.
0 S.F./ 0 AC.
0 S.F./ 0 AC.
TEMP. IMPACT
48,800 S,F.1 1.112 AC.
18,158 S.F./ 0.417 AC.
343 S.F.10.008 AC.
797 S.F./ 0.018 AC.
2,403 S.F.10.055 AC.
LINEAR IMPACT
70 L.F.
199 L,F,
355 L.F.
LINE TABLE
LENGTH LINE BEARING
13.42' L270 S15°16'12"W
16.29' L271 S84'20'54"E
13.62' L272 N20'16'59"W
37.73' L213 N12'11'55"W
43.50' L274 N16"49'55"E
17.83' L275 S73'10'05"E
20.58' L276 S16'49'55"W
6.13, L277 516'49'55"W
72.51' L276 516'49'55"W
44.86' L279 S46'07'47"E
13.44' L280 S46'07'47"E
16.72' 1281 S46'0T47"F
LINE TABLE
LENGTH
LINE
BEARING
407.98'
L282
N46°07'47"W
29,74'
L283
N47'05'08"W
43.90'
L284
N45'30'28"W
61.88'
L285
N16'49'55'E
39,17'
L286
N16'49'55"E
4.00'
L287
N12°11'55'W
46.38'
L288
S15'40'17"E
5.28'
L290
N12"11'55"W
21.94'
L291
N12'11'55"W
13.40'
L292
N09"02'12"W
10.27'
1
L293
S86"5396"E
17.78'
L294
S56-24-50"E
LINE TABLE
LENGTH
LINE
BEARING
8.66'
L295
S56`24'50"E
12.64'
L296
S13'63'23"E
19.42'
L297
S49'24'08"E
31.04'
L298
S12-11'55"E
5.84'
L299
S01'22'51"E
6.80'
L305
N01 °22'51 "W
16.44'
L306
N49"24'08"W
8.29,
L307
N24046'46"W
4.04'
L308
N24"46'46"W
16.85'
L309
N13°53'23'W
34.26'
L310
N56'24'50"W
30.57'
L311
N86'53'36"W
CITY OF CHARLOTTE
D.B. 24210, PG. 145
LINE TABLE
LENGTH
LINE
BEARING
8.04'
L312
N12°11'55"W
33.83'
L313
S80"11'08"W
24.46'
L314
N 1 i "57'23"W
3.89'
L315
S23"24'19"E
10.41'
L316
S23°24'19"E
11.66'
L972
N12°11'55"W
23.38'
L973
503'32'21"W
55AZ
L974
S07"36'49"E
8.43'
L975
S14"12'12"E
31.35'
L976
514°12'12"E
38,67'
L977
N17'05'42"W
26.07'
L978 1N13'29'16"W
LINE TABLE
LENGTH
LINE
BEARING
74.39'
L979
N09'39'20"W
2,99'
L980
N13"27'46"W
59.03'
L981
N14'13'56"W
24.57'
L982
N12°11'55"W
47,15'
L983
N20'59'53"E
43.44'
L984
314°31'04"E
8.93'
13.16'
8.60,
9.81,
17,07'
LENGTH
15.30,
17.91,
28.31'
33.08'
12.44'
43.61'
-
18a1g3h 964�.
�OfWFTLAND "WOANE"
I
`J�i2°11'S5"W 198.31' ss
� se
se
� se
� s9 , sa
sa
- 50
PERMANENT TEMPORARY TEMPORARY PERMANENT STREAM WETLANDS
WETLAND WETLAND SWIM BUFFER SWIM BUFFER IMPACT
IMPACT IMPACT IMPACT IMPACT
GENERAL NOTES
LEGEND S SANITARY SEWER MANHOLE 1 P PE BY OPEN INSTALLATION
OLES THROUGH
W SE NOTED. JURISDICTION BOUNDARY ��\r\� �1 C A �I ///. I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
O / SUPERVISION ANDTHATTHEWETLANOSSHOWNHEREON r DUKE Ci1�IPIedmOnt
• COMPUTED POINT REBAft FOUND Q �� ¢ ' C. • '% /�r/ REFLECTS THE DELINEATION EVIDENCE PROVIDED BY �� ENERGY. (�J Natural Gas
2. EXISTING PIPELINE 372 WILL BE REMOVED PRIOR TO a F f "r //
ti 0 - KLEIN ❑ER IN UNE OF 2019. SURVEYING &CdNSULTIN4
SUBJECT BOUNDARY LINE INSTALLATION OF NEW LINE470. �•� �i'�� REGIONAL SURVEYORS, INC.
ADJOINER BOUNDARY LINE , p 1 COPYRIGHT 20t8
- - WATER EDGE Q SEAL �� 8642 WEST MARKET STREET, SUITE 100 JURISDICTIONAL BOUNDARYS OF
TEMPORARY CONSTRUCTION EASEMENT(TCE) = " GREENSBORO, NORTH CAROLINA 27408
- SH SH SWIM BUFFER , C- L-4649 ' = DAVID A. CLARK, PLS L-4649 NO FIRM LICENSE NO. C,i362 DINE 470 PHASE 1
�
- - - NEW PERMANENT EASEMENT -9A �• DRAWN BY: LCS:i15754-005734
-- - EXISTING EASEMENT '•'^ljT . PIPELINE REPLACEMENT PROJECT
G ---G EXISTING GAS LINE 0B DEFD BOOK �j • eV (�, • DATE: 00124/2019 REVISIONS
- G-• -a--• -- NEW PIPELINE / Q • �i� . JOB No. 1652.00 REV 1: 1110712019 CHARLOTTE, MECKLINBURG COUNTY
- - WETLAND PB PLAT BOOK // '� •
--sr r rrrssrrn SANITARY SEWER LINE PG PAGE///�,q, C4��\\1\ SCALE:1" = 6a NORTH CAROLINA
TREE LINE 'l J f II j 1�� 60 30 0 80 {FZ 0228020 SHEET 5 OF 17
SWIM BUFFER IMPACT
SB-13
BB-14
SB-15
SS-16
SB-17
PERM. IMPACT
0 S.F.
110 S.F.
78 S.F.
336 S.F.
144 S.F.
TEMP. IMPACT
11,385 S.F.
4,193 S.F.
I 1,186 S.F.
3,926 S.F.
3,163 S.F.

5�
�[�� GREEN
2 \ PARK CIR
sf, 1
0
A. SITE
VICINITY MAP (NOT TO SCALE)
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BFARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
L297
S49°24'08"E
24.46'
L307
N24"4646"W
55.92'
L323
S14°10'34"W
20.03'
L341
528"12'56"E
47.81'
L36U
S27"18'08"E
16.25'
L378
S03"25'55"W
9.35,
L396
N66°30'49"W
4&26'
L416
N78"44'40"W
33.76'
L298
S12°11'55"E
3.89'
1-3138
N24"4646"W
8.43'
L324
N28"04'44'W
44.77'
L342
S25"12'14"E
38.11'
L361
S12"50'53"E
14.54'
L379
N78"00'23"W
30.63'
L397
S63"56'05"E
8.80'
L417
S19"50'59"E
17.63'
L299
S01"22'51"E
10,41'
L315
S23"24'19"E
24.57'
L325
N48°48'22"W
26.46'
L343
S15°19'13"E
34.28'
L362
S53.31'19"E
13.25'
L380
N58"06'41"W
48.50'
L398
S63°56'05"E
3.15'
L418
N51°4T46"E
5.99'
L300
S24"38'24"E
9.07'
L316
S23°24'19"E
47,15'
L326
N16°34'16"W
68.89'
L344
S21°35'42"E
38.74'
L363
N63"57'56"W
63.70'
L381
N86"40'37"W
20.65'
L401
N47°03'36'W
51.88'
L419
N81°03'22"E
25,26'
1-301
N51°01'20"W
3.22'
L317
SO4°37'15"E
2GA15'
L327
N23'48'17"W
43,95'
L346
S13°59'10"E
42.58'
L364
N19°34'44"W
8.48'
L382
N81°43'25'W
27.18'
L402
S81°03'22"W
7.27'
L420
S81°03'22"W
2.26'
L302
N12"39'40"W
18.43'
L318
S21°30'09"E
36.69'
L328
N17°37'20"W
45.66'
L346
514'54'49"E
24.67'
L365
N68°47'21"L
8.06,
L383
N58°41'29"W
4.55'
L403
S46°27'33"W
19.30,
L421
S63"56'05"E
29.69'
L303
N15°14143"W
44,60'
L319
S110i6'33"E
16.16'
L329
N75°57'35"W
11.44'
L347
S03"21'21"E
21,47'
L366
S53"31'19"E
52.13'
L384
S81°00'56'W
39.94'
L404
S73°03'1IV
21.05'
L422
S45°51'51"E
68.03'
L304
N24°38'24"W
33.90'
L320
SO4°37'15"E
32,96'
L330
S45"21'35"W
9.96,
L3d8
N70"43'32"E
17,42'
L367
N19"3444'W
4.00'
L385
S68"47'21"W
1061'
L405
N56'56'49"W
28.19'
L423
S81"03'22"W
3.64'
L305
N01"22'51"W
11.66'
L321
539°10'10"E
22.09'
L331
S02°09'25"E
14.22'
L349
S70°43'32"W
29.24'
L368
S68°47'21"W
25.75'
L386
N66°30'4WW
18.84'
L406
N43°13'12'W
19.67'
1-424
S66°03141"F
48.19'
L306
N49°24'08"W
23.38'
L322
S19°34'44"E
55.33'
L332
S13°08'31"E
7.48'
L350
I S53°311WE
3.96'
L369
N68°47'21"F
12.22'
L387
310°58153"E
6.87'
L407
N25°00'40"W
12.08'
L425
N47°03'36"W
21.92'
?8° -..T. VV
Q_ C98 s� 53,
L315
1•c` �Q� 1WETLAND "WDiWE"I
L333 I S17-06'30"E I 22.22' I L351 I S68"4T21"W I 5.41' I L370 I S66°30'49"E I 20.33' I L388 I S71"28-39"W I 3.28' I L408 I N62"15'00"W I 10.28' I L426 I N78°00'23"W
B-20
PERMANENT
WETLAND
IMPACT
PERMANENT
SWIM BUFFER
IMPACT
TEMPORARY
WETLAND
IMPACT
WETLAND & STREAM IMPACTS
SWIM BUFFER IMPACT
WETLAND "WDAVE"
WETLAND "WF"
WETLAND "WG"
STREAM "SL"
STREAM "SM"
STREAM "SN"
SB-18
SB-19
SB-20
SB-21
SB-22
PERM. IMPACT
3,769 S.F.10.087 AC.
2,736 S.F./ 0.063 AC,
2,078 S.F.10.048 AC.
0 S.F./ 0 AC.
0 S.F.10 AC.
0 S.F./ 0 AC.
PERM. IMPACT
14,310 S.F.
6,986 S.F.
0 S.F.
525 S.F.
806 S.F.
TEMP. IMPACT
18,158 S.F./0.417 AC.
20,462 S,F,10.470 AC.
82,639 S.F.11.897 AC.
2,403 S.F.! 0.055AC.
447 S.F./ 0.010 AC.
706 S.F.10.016 AC.
TEMP. IMPACT
7,245 S.F.
14,3i0 S.F.
412 S.F.
4,948 S-F.
11,864 S.F.
STREAM
IMPACT
LINEAR IMPACT
355 L.F.
114 L.F.
118 L,F.
all I r 17 i
LEGEND
• COMPUTFOPOINT
REBARFOUN❑ D SANITARY SEWER MANHOLE
SUBJECT BOUNDARY LINE
ADJOINER BOUNDARY LINE
• -- -
WATER EDGE
TEMPORARY CONSTRUCTION EASEMENT (TCE)
-- SB se
SWIM BUFFER
-
NEW PERMANENT EASEMENT
----
EXISTING EASEMENT
G ---I'
EXISTING OAS LINE DB ❑EEO BOOK
-C� ---0-- --
NEW PIPELINE
- -
WETLAND PH PLAT BOOK
SS---S5
SANITARY SEWER LINE PG PAGE
-r�rvrr-rrr'v--
TREE LINE
GENERAL NOTES\�1�•� H L' IQ� �1�i I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
1. PIPE INSTALLATION THROUGH JURISDICTION BOUNDARY =\
BY OPEN CUT UNLESS OTHERWISE NOTED. 0 S $ / / SUPERVISION AND THAT THE WETLANDS SHOWN HEREON
2. EXISTING PIPELINE 372 WILL BE REMOVED PRIOR TO 2. • �� /a ".'L ' REFLECTS THE DELINEATION EVIDENCE PROVIDED BY
INSTALLATION OF NEW LINE 470. . KLEIN DERIN UNE OFp2019.
• a SEAL r ; -- • Cr!-�'�
L-4649
• �w_ t[0��. �l� ` DAVID A. CLARK, PLS. L4649
�����A, CL p"" ��`
!Ii I411
F:ZL-s
SURVEYING & CONSULTING
REGIONAL LAND SURVEYORS, INC.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27408
NC FIRM LICENSE NO. C-1362
I JOB NO. 11352.00 1 1
f Iw
TEMPORARY
SWIM BUFFER
IMPACT
WETLANDS
DUKE [byll Piedmont
ENERGY. [(� Natural Gas
COPYRIGHT 2018
JURISDICTIONAL BOUNDARYS OF
LINE 470 PHASE 1
PIPELINE REPLACEMENT PROJECT
CHARLOTTE, MECKLINBURG COUNTY
NORTH CAROLINA
IR4 0228020 SHEET 6 OF 17

o� f
GREEN
4 \ PART( CIR
0
T
4 �SITE
AF�NUF j
VICINITY MAP (NOT TO SCALE)
SQSr
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
L399
S36'57'54"E
50.33'
L428
N63'56'05"W
59.49'
L438
N26'10'41"W
39.39'
L448
S40°19'09"E
17.26'
L458
S86"43'15'W
19.87'
L469
N11°38'40"W
14.70'
L479
S21'27'25"E
4.00'
L489
S79°31'26 W
2,71'
L400
N07"13'24'W
19.19'
L429
S26°10'41"E
4.32'
L439
N26°10'41"W
39.66'
L449
N86"56'15"E
22.12'
L459
S42°04'44"E
27.49'
L470
N42"38'31"W
14.36'
L480
S68"32'35"W
37.09,
L490
N70°57'13"W
9.58,
L401
N47°03'36"W
51.88'
L430
S26°10'41"E
4.03'
L440
N26°10'41"W
4.43'
L450
S78'20'32"L
24.03'
L460
S34'25'24"E
6.74'
L471
N46'0249"E
2.00'
L481
N85°31'39"W
12.44'
L491
S70°57'13"L
6.60,
L405
N56"56'49"W
28.19'
L431
N26'10141"W
76.68'
L441
N24°32'43"W
31,56'
L451
S62°49'52"E
10.ZV
L461
S47°22'17"W
2.32'
L472
S42°38'31"E
14.96'
L482
N39°26'30"W
24.41'
L492
N79°31'26"E
3.64'
L406
N43'13'12"W
19,67'
L432
N26°10'41"W
8.17'
L442
N07°13'24"W
29.2T
L452
N31'13'46"E
32,54'
L462
S21°58'01"W
8.43'
L473
S11°38'40"E
15,52'
L483
N55"42'56W
10.62'
L493
S15°55'46'W
5.86'
L407
N25°00'40"W
12.08'
L433
N26'10'41"W
5.68'
L443
N07°13'24"W
2.96'
L453
N86°00'00"E
18.51'
L463
N23"42'06'E
11.87'
L474
S03"21'59"W
4.67'
L484
S47-22-17"W
3.96'
L494
S87°28'13"W
4,61'
L422
S45'51'51"E
68.03'
L434
N26'10'41"W
28.43'
L444
N45°41'30"W
31.94'
L454
S86'00'00"W
17.95'
L465
S08°22'29"E
14.90'
L475
S55°42'56"E
13.11'
L485
N30°07'04"E
10.76'
L495
N79°31'26"E
26.17'
L424
S66"03'41"L
48,19'
L435
N26°10'41"W
17.7N
L445
N65°03'16"W
14.26'
L455
S31°35'37"W
34.28'
L466
S09"31'41'W
10.98'
L476
339'26'30"E
23.28'
L486
S78'11'16"E
5.14'
L496
N70'37'32"E
55.84'
L425
N47°03'36"W
21.92'
L4436
N26°10'41'W
37.95'
L446
N36'16'07"W
45.36'
L456
N62'49'52"W
13.31'
L467
N47°22'17"E
5.24'
L477
S85'31'39"L
9.82'
L487
S22"31'24"E
20.66'
L497
S70"37'32"W
56.63'
L427
N45"51'51'W
57.66'
L437
N26"10'41"W
5.3T
L447
N34"49'36"W
21,89'
L457
N78'20'32'W
22.96'
L468
NO3°21'59"E
4.70'
L478
N68°32'35"E
36AT
L488
S18°51'21"E
18.30'
L498
S79'31'26"W
26.61'
=�" �• - • ` 53f°2 3f"E 155.9i�
r TCE, . - - WETLAND "WG" � 7Q196'.
- - - - - WETLAND "WG" - - - - - - - - - s6 ,0 sg - - - - - - - - - - - - -
1 SB - se --�-- SB se �` . . . . . - - - . .
1.44II se-5B r _- sB-� SB -� ss -� SR . sa s6 s6 sa - ~_ ~. .� . S@
S6� 540 19 09 E 161 63 s
�5B lL399' - fah - - - - -
ci - L447� L446-` xN39_51'03'W 81.64 _ - . ._U._. - _
A� �G- G��G� �..G� _SB -TSB.
AAA - - - - - - - - -G�c
05 L -
AHsu' - - - - - - - - - - - - - - -
_3 i44.
SB-22- £ -'L44j - ___- -�_ - N40°1909"W 749.36'�-- - - - ss_�s5 NVss 3f W 179'
f-' }_s ss�
- __-_.----NAO°19'09"W 184.82'---__�-ss_�ssJss� 5s. � ss--- � •. _ _ �� �. �� _ _
r-� - s5�ss��ss�ss�-Ss- -_ __-_-�Y�J '� f �� .`S3 _ •_ � _'.:
--- -- ° - COFFEY CREEK ass_.
�< s
amz vmcz) t{0 ass
Z U,� CD
m m TRACT-07 4, 4
m ? PIN: 14107109 ca
C CITY OF CHARLOTTE
D.B. 20570, PG. 273 c`}yy��
WETLAND & STREAM IMPACTS
WETLAND "WG"
STREAM "SO"
STREAM "SP"
STREAM "SQ"
STREAM "ST"
PERM. IMPACT
2,078 S.F./ 0,048 AC.
0 S.F./ 0 AC.
0 S.F.10 AC.
0 S.F.! 0 AC.
0 S.F.10 AC.
TEMP. IMPACT
82,630 S.F.! 1M97 AC.
69 S.F.10.002 AC,
404 S.F.10.009 AC.
376 S.F.10,009 AC.
433 S.F.10.010 AC.
LINEAR IMPACT
37 L.F.
100 L.F.
94 L.F.
108 L.F.
SWIM BUFFER IMPACT
SB-22
PERM. IMPACT
806 S.F.
TEMP. IMPACT
11,864S.F.
• • •
LEGEND
� SO SANITARY SEWER MANHOLE
GENERAL NOTES
1. PIPE INSTALLATION THROUGH JURISDICTION BOUNDARY
BY OPEN CUT UNLESS OTHERWISE NOTED.
�1►�y"' .. 1`lr 1 ////
\� '� `1 C+l j� /J I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
� Or �j/ SUPERVISION AND THAT THE WETLANDS SHOWN HEREON
�� DUKE Piedmont
����
a COMPUTED POINT REBAR FOUND
2. EXISTING PIPELINE 372 WILL BE REMOVED PRIOR TO
\\� ,
\ �� E '/ f , REFLECTS THE DELINEATION EVIDENCE PROVIDED BY
ENERGY, Natural Gas
SUBJECT BOUNDARY LINE
INSTALLATION OF NEW LINE 470.
Q O ",'G s KLEINFELDER IN JUNE OF 2019.
SURVEVING & CONSULTING
ADJOINER BOUNDARY LINE
.� Q" 9 /f
Q
REGIONAL LAND SURVEYORS, INC.
COPYRIGHT 7018
- - - WATER EDGE
SEAL r+. /�«
8642 WEST MARKET STREET, SUITE 100
JURISDICTIONAL BOUNDARYS OF
TEMPORARY CONSTRUCTION EASEMENT (TCE)
sB SB - SWIM BUFFER
- CC..CC
• L"4 64 9
GREENSBORO, NORTH CAROLINA 27409
t` --AVID-K. CLARK, PLS L-4649
NC FIRM LICENSE NO. C-1362
LINE 470 PHASE 1
DRAWN BY:SRM
LC5:115754-005730
--- - - - - - NEW PERMANENT EASEMENT
--- - EXISTING EASEMENT
G G- EXISTING GAS LINE DB DEED BOOT(
' •RAJ �Q„ /q� •e `
• eQ
/ ° ^� + \
PIPELINE REPLACEMENT PROJECT
DATE: 912412019
REVISIONS
-- G- --G-- - NEW PIPELINE
//�Ry °,L \\
CHARLOTTE, MLCKLINBURG COUNTY
JOB NO. 1852.00
WETLANDPB PLAT BOOK
NORTH CAROLINA
SCALE: 1" = 69
-SS-SS-- SANITARSEWER LINE
rrry rvYv m TREE LINE PG PAGE
///rf `11�\
0228020
60 30 0 60
11 I E
IR# SHEET 7 OF 17

SITE
-1
VICINITY MAP (NOT
i IOR
b\
b
SCALE)
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BFARING
LENGTH
LINE
HEARING
LENGTH
LINE
BEARING
LENGTH
L430
S26'10'41"L
4.03'
L487
S22'31'24E
20.66'
L499
S26'10'41"E
66.65'
L531
N05'10'55"L
16.58'
L543
S49'42'58"W
8.43'
L555
S12"51'07"W
31.87'
1-567
N06'40'46"L
13.93'
L579
S80'14'41"W
6.09,
L591
N73'18'21"W
4.32'
L431
N26'10'41"W
76.68'
L488
S18"51'21"E
18.30'
L500
S26`10'41"E
4.02'
L532
N12'20'18'E
19.62'
L544
N49'42'58'E
2,04'
L556
S76'23'11"L
8.94'
L568
N20'22'34"E
25.44'
L580
380'14'41"W
51.08'
L592
S80"05'16'W
19.32'
L432
N26'10'41"W
8.17'
L489
S79'31'26"W
2.71'
L501
S26"10'41"E
1.90,
L533
N12'20'18"E
6.59'
L545
N17'32'52"E
13.20'
L557
N76'23'11'W
5,73'
L569
S37'06'08"E
29.80'
L581
S56"47'14"W
6.9W
L593
S35'38'30"W
20.78'
L433
N26'10'41"W
5.68'
L490
N70'57'13"W
9.58'
L502
S60'40'30"W
20.24'
L534
N12'2018"E
40.84'
L546
N6244'27"E
19.10'
L558
N05"10'55"E
4.83'
L570
S22'08'47"E
38.33'
L582
S56'47'14"W
26.26'
L594
S24'15'45'W
36.18'
L434
N26'10'41"W
28.43'
L491
S70'57'13'E
6.60'
L503
S05'51'25W
48.11'
L535
N12'20'18"E
2,03'
L547
N62'44'27"E
5.91'
L559
N05'10'55"E
15.39'
L571
S05'28'19"W
48.86'
L583
S10'01'02"W
41.27'
L595
515'48'57"W
12.47'
L435
N26'10'41"W
17.74'
L492
N79'31'26"E
3.64'
L504
N76'23'11"W
25.05'
L536
S58'26'40"W
5.13'
L548
N46'23'00"E
42.11'
L560
S75'49'29"E
12.25'
L572
S75`54'33"W
18.86'
L584
N24'45'12"E
26.08'
L596
N69'14'31"E
42.45'
L436
N26'10'41"W
37.95'
L493
S15'55'46"W
5.66'
L505
816'17'22"E
12.27'
L537
S54'17'48"W
15,31'
L549
N54'2N21"E
35.49'
L5617
SS10'01'18"W
11.47'
L573
N82'00'50"W
43,54'
L585
S60'29'26"E
5,90'
L598
N37'42'07"E
26,26'
L464
S30'58'16"E
22.58'
L494
S87"28'13"W
4.61'
L526
S21'31'31"W
30.20'
L538
S54"29'25"W
19.73'
L550
N5B'26'40"E
5,65,
L562
N84'47'23"E
18.02'
L574
S50'1222"W
8A2'
L586
S60'29'26"E
32.26'
L599
N29'34'41"E
32.77'
L465
S08'22'29"E
14.90'
L495
N79'31'26"E
26,17'
L527
N10'01'18"E
16.57'
L539
S45'23'00"W
42,41'
L551
354'05'54"E
16.38'
L563
S62'17'48"E
30.30'
L575
S03'04'41"E
30.81'
L681
N38'18'32"W
21.79'
L600
N25'53'39"E
47.56'
L466
S09'31'41"W
10,98'
L496
N70'37'32"E
55,84'
L528
S76'49'29"E
2,63'
L540
S62'44'27"W
8.25'
L652
S03'51'44"E
7.66'
L564
S37'06'08"E
12,13'
L576
S03'04'41"E
28.08'
1-588
S84'47'23"W
11.31,
L601
N50'12'22"E
25,34,
L485
N30'07'04"E
10.76'
L497
S70'37'32"W
56.63'
L529
N75'49'29"W
15.19'
L541
S62'44'27"W
15.71'
L553
S03'51'44"E
4.03'
L565
305'10'55"W
43.97'
L577
S70"08'14"W
48.58'
L589
N74'1208"E
25.58'
L985
S56"46'41"W
5.10'
L486
S78-11-16"E
5.14'
L498
S79'31'26"W
26.61'
L530
N50"10'55"E
2111'
L542
S17'32'52"W
12.69'
L554
S29'41139'W
36,25'
L566
N46'49'33"W
8.92'
L578
S70"08'14"W
10.58'
L590
N05'10'55"E 1
35,73'
L986
S05'10'55"W
12.93'
WETLAND & STREAM IMPACTS
WETLAND "WG"
WETLAND "WH"
WETLAND "WI"
STREAM "SR"
PERM. IMPACT
2,078 S.F.! 0.048 AC.
1,726 S.F.10.040 AC.
1,570 S.F.! 0.036 AC.
0 S.F.! 0 AC.
TEMP. IMPACT
82,639 S.F.]1.897 AC.
10.276 S.F.10.236 AC.
20,692 S.F.10.476 AC.
502 S.F.10.012 AC.
LINEAR IMPACT
126 L.F.
LEGEND
• COMPUTED POINT
REBAR FOUND O SANITARY SEWER
MANHOLE
SUBJECT BOUNDARY LINE
ADJOINER BOUNDARY LINE
- -
WATER EDGE
TEMPORARY CONSTRUCTION EASEMENT (TCE)
- SB S9
SWIM BUFFER
- - - -
NEW PERMANENT EASEMENT
- - - -
EXISTING EASEMENT
G-----G
EXISTING GAS LINE
DB DEED BOOK
-Q- -6 - -
NEW PIPELINE
- -
WETLAND
PB PLAT BOOK
-SS-SS-
SANITARY SEWER LINE
PG PAGE
TREE LINE
GENERALNOTES
1. PIPE INSTALLATION THROUGH JURISDICTION BOUNDARY
BY OPEN CUT UNLESS OTHERWISE NOTED.
2- EXISTING PIPELINE 372 WILL BE REMOVED PRIOR TO
INSTALLATION OF NEW LINE470.
SWIM BUFFER IMPACT
SB-23
S13-24
SB-25
PERM. IMPACT
48 S.F.
0 S.F.
4,096 S.F.
TEMP. IMPACT
2,931 S,F.
156 S.F.
51,616 S.F.
\\```�\k R'OC /`�lt
SSio
SUPERVISION AND THAT THEWETLANDS SHOWN HEREON
,`ti�•�
+ 'T
REFLECTS THE DELINEATION EVIDENCE PROVIDED BY
KLEINFELDER IN JU/NEE OF 2019.
_ ; a SEAL
r L-4649
DAVID A. CLARK, PLS L-4649
���IfJll11111��
�.eay.�-y�e�e� 111111.=111111= ��:;:;:;•
PERMANENT TEMPORARY TEMPORARY
WETLAND WETLAND SWIM BUFFER
IMPACT IMPACT IMPACT
FZI-S
SURVEYING & CONsuumc;
REGIONAL LAND SURVEYORS INC
PERMANENT
SWIM BUFFER
IMPACT
STREAM
WETLANDS
IMPACT
/ DUKE I
[6vi1 Piedmont
4 ENERGY. [(►) 1 Natural Gas
COPYRIGHT 201a
8642 WEST MARKET STREET, SUITE 100 JURISDICTIONAL BOUNDARYS OF
GREENSBORO, NORTH CAROLINA 27409
NC FIRM LICENSE NO. C-1362 LINE 470 PHASE 1
DRAWN BY:SRM LC&115754-005730 PIPELINE REPLACEMENT PROJECT
DATE: D912412019 REVISIONS
JOB NO.1862.00 REV 1 :11107/2019 CHARLOTTE, MECKLINBURG COUNTY
SCALE: 1" = 60' NORTH CAROLINA
50 30 0 60 IR# 0228020 SHEET 8 OF 17

A
�G��O�
2 &
b
SITE
JALANE F RIC
ENALL
e
VICINITY MAP (NOT TO SCALE)
C]
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
L597
S08"02'55'W
18.46'
L608
N25'34'07"E
63.13'
L615
S61'51'53"W
28.18'
L622
N31°33'51"E
30.45'
1-629
N63'17'17"E
9.73'
L636
N20'50'19"E
51.79'
L643
S33'12'43"W
52.35'
L602
N71'45'35"W
25.45'
L609
S25"34'07"W
10.14'
L616
S70'25'22"W
13.64'
L623
N31'33'51"E
77.15'
L630
N54'04'27"E
35.54'
L637
NO2'51'25"W
20,45'
L644
S22"14'57"W
48.35'
L603
N71'45'35'W
3.50'
L610
N70"25'22"E
9,32'
L617
S25'34'07'W
10.45'
L624
S35'19'35"W
62.41'
L631
N48'53'32"E
18.26'
L638
S69'04'01"E
21.34'
L604
N08'02'55"E
6,25'
L611
N61'51'53"E
27.7(Y
L618
S42"52'51"W
42.06'
L625
870"2522"W
15.10'
L632
N70'25'22"E
19.88'
L639
N26'32'57"E
10.91'
L605
N08'02'55"E
11.96'
L612
N56'36'25"E
35.27'
L619
N16'14'23"E
1.96,
L626
S48-53'32"W
17.68'
L633
N20'46'13"E
121.98'
L640
N60'5421"E
16.14'
L606
S40'56'05"W
27.76'
L613
S20'50'19"W
6.84'
L620
S16'14'23"W
27.38'
L627
S54'04'27'W
36.04'
L634
S24"30'42"W
43.74'
L641
S32'00'03"W
54.68'
L607
S15'35'04"W
27.28'
L614
S56'36'25"W
29.90'
L621
N31'33'51"E
7.61'
L628
S63'11'17"W
16.53'
L635
S64'10'14'W
3.03'
L642
S23"33'40"W
57.64'
WETLAND & STREAM IMPACTS
WETLAND "WI"
STREAM "SU"
PERM. IMPACT
1,570 S.F.10.036 AC.
0 S.F.10 AC,
TEMP. IMPACT
20,692 S.F.10.475 AC.
626S.F.10.014 AC.
LINEAR IMPACT
156 L.F.
LEGEND
0 COMPUTED POINT Ak REBAR FOUND O6 SANITARY SEWER MANHOLE
SUBJECT BOUNDARY LINE
ADJOINER BOUNDARY LINE
- • - - - - WATER EDGE
TEMPORARY CONSTRUCTION EASEMENT (TCE)
- SB SB SWIM BUFFER
- - - - - - NEW PERMANENT EASEMENT
- - - EXISTING EASEMENT
G C EXISTING GAS LINE
- G-- - G- - NEW PIPELINE
- WETLAND
SS SS SANITARY SEWER LINE
r Yvr-rr y'-Y" rYr� TREE LINE
DB DEED BOOK
PB PLAT BOOK
PG PAGE
GENERAL NOTES
1. PIPE INSTALLATION THROUGH JURISDICTION BOUNDARY
BY OPEN CUT UNLESS OTHERWISE NOTED.
2. EXISTING PIPELINE 372 WILL BE REMOVED PRIOR TO
INSTALLATION OF NEW LINE 470.
v P.BV35 PG.55VV
SWIM BUFFER IMPACT
SB-25
SB-26
PERM. IMPACT
4,096 S.F.
198 S.F.
TEMP. IMPACT
51,616 S.F.
25,530 S.F.
,,�1tillllr!//
C �I� /�
I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
\O
0 ' SUPERVISION AND THAT THE WETLANDS SHOWN HEREON
S; `may KLEI ECTDFREN DELINEATION
LINEATI pN�EVIDENCE PROVIDED BY
_ a 19
SEAL
. L-4649 = AVID . CLARK, PLS L-4649
Q••I�s•�'QO � `
�,�lA. Cy 1k9F
lfI1
O
LU
III
X
U)
PERMANENT TEMPORARY TEMPORARY PERMANENT STREAM WETLANDS
WETLAND WETLAND SWIM BUFFER SWIM BUFFER IMPACT
IMPACT IMPACT IMPACT IMPACT
Fzt-s ; EDIJIKENERGY.
�f ��I Piedmont
ENERGY. (V Natural Gas
SURVEYING & CONSULTING
REGIONAL LAND SURVEYORS, INC.
COPYRIGHT PLEB
8642 WEST MARKET STREET, SUITE 100
JURISDICTIONAL BOUNDARYS OF
GREENSBORO, NORTH CAROLINA 27409
NC FIRM LICENSE NO. C-1362 LINE 470 PHASE 1
DRAWN BY. SRM LCS:115754-005730 PIPELINE REPLACEMENT PROJECT
DATE:0912412019 REVISIONS CHARLOTTE, MECKLINBURG COUNTY
JOB NO. 1652.00 NORTH CAROLINA
SCALE: 1 " = 00'
60 30 0 $0 1 IR# 0228020 SHEET 9 OF 17

sy
�pl
\O'4nOM
w AVENUfi ��
SITE �� p/ LA�y� RK
�11ALL
VICINITY MAP (NOT TO SCALE)
LINE TABLE
LINE
BEARING
LENGTH
L619
N16°14'23"E
1.96,
L620
S16°14'23"W
27.38'
L623
N31°33'61"E
77.15,
L624
S35"19'35"W
62.41'
L645
S16°10'38"W
17,3B'
L646
S08°17'40"W
34,91'
L647
N86°35'56"E
5,03,
TRACT-13
PIN:20145102
MECKLENBURG COUNTY
A POLITICAL SUBDIVISION OF THE
STATE OF NORTH CAROLINA
D.B. 5030, PG. 793
D.B. 5671, PG.767
I
` TCE
LINE TABLE
LINE
SEARING
LENGTH
L648
N82'18'62"E
6.39'
L649
N82°18'52"E
24.35'
L650
S87'09'53"E
23.94'
L661
S01°51'37"E
30.72'
L652
SO4'34'45"W
20.71'
L653
S14°26'68"W
30.41'
L654
300°57'29"E
43A6`
LINE TABLE
LINE
BEARING
LENGTH
L655
S13°36'52"W
44.42'
L657
N10'60'47"E
35.66'
L658
S88°09'26"E
26.44'
L659
N10'50'47"E
143.71'
L660
N84°02'51' W
-----------------------------------509° --- 6 - - -
50--
.68'
~� --- 510"09'21"W
�rSz7°Oe • ,... �m°04'19"W 6,07 545FRe�
1
--------------- }
01
_ilLllc���1LLUY�=
N09°00'01"E 163.07`-
_IT
— ss�-ss�ss�ss�ss—�ss�a�
Ss� �-N2p4'29"S 7 "NO6°OB'48"E 22$.3fiY
ssrss�ss -ss� — --
_may----`
WETLAND & STREAM IMPACTS
WETLAND "WJ"
PERM. IMPACT
3,411 S.F.10.078 AC.
TEMP. IMPACT
25,140S.F.Id.577AC.
LINEAR IMPACT
l COFFCREEK
70
E �
S
rso.
�5s' ?G.1 2 UJ LU
9.
l- - - - - - - - - - - - - \ y \ - - - - -
\ N \ S10°5CS10°50'47"W W- - - - - - - - - - S66°31'42"W 277.35' \ \k,- _- r �- - ;--2-
Q' WETLAND "WJ„ \ 'WELAND'VG-
N10 5047 F .6
r� - 1.- 1 r S10°5047 74 37 37
�.-,S0631142 W 268.03
74r L
L653 L652
,,,��. t. �- t •„.if • !" G�G�1L•6r. G� �G- r��hfO/
L646 q-.NC16 4DS-E 72.4
lq� cM se use - _LE
�a --N06°31'42"E 262-011
1'42'E, 6 --------- - - - - - - ---
-� -_- -�-------- `--- - -- -; - I SB-27
rr-L0 N
r 2.5' TCE f
6 IL
z* zWnca _
0 cn ¢ � TRACT-13
r>< a w U.�_�
-gin PIN:20145102
cv PIN:20101335
LO
w MECKLENBURG COUNTY
�- a.-- MECKLENBURG COUNTY
SWIM BUFFER IMPACT
SB-26
SB-27
PERM, IMPACT
198 S.F.
4,125 S.F.
TEMP. IMPACT
25,530 S.F.
35,644 S.F.
A POLITICAL SUBDIVISION OF THE A POLITICAL SUBDIVISION OF THE
STATE OF NORTH CAROLINA STATE OF NORTH CAROLINA
D.B. 16150, PG.969 D.B. 5030, PG. 793
P.B. 35, PG. 55 ❑.B.5671, PG.767
J• ' 1.
�n.i....�...o� �•w•w w•
NAMMAMAVATA=IIIIII=III • • •
�...... w ..k �••••• •
111111=111111= r:
'V - - ••Z
TEMPORARYPERMANENT TEMPORARY SWIM BUFFER SWIM BUFFER
WETLAND
LEGEND
T,HROU
1 `C /�/
OS SANITARY SEWER MANHOLE
1. PIPE INSTALLATION
BY OPEN CUT UNLESS OTHERWISE NOTED.
THROUGH SDICTION BOUNDARY4SEAL
A �0 1 HEREBY ERVISE AIFY THAT A SURVEY WAS MADE UNDER MY
�/, NY THAT THE WETLANDS SHOWN REON
FZL—S
% pl1KE /,' Piedmont
V
COMPUTED POINT REBAR FOUN❑
2.EXISTINGPIPELINE372WILLBEREMOVEDPRIORTO
ESS10'.yKLEINF
ENERGY- WNatural Gas
SUBJECT BOUNDARY LINE
INSTALLATION OF NEW LINE470.
P�j LDER�NEUNEDFION9VIDENCEPRDVIDEDBY
SURVEYING &COrF6ULTWG
BOUNDARY LINE
•9ADJOINER
y
REGIONAL LAND SURVEYORS, INC.
8642 WEST MARKET STREET, SUITE 100
COPYRIGHT 2018
WATER EDGE
r • _
JURISDICTIONAL BOUNDARYS OF
TEMPORARY CONSTRUCTION EASEMENT (TCE)
-- SB SB SWIM BUFFER
_
L-4649 z DAVI CLARK, PLS LA649
GREENSBORO, NORTH CAROLINA 27409
NO FIRM LICENSE NO. C-1362
LINE 470 PHASE 9
--- NEW PERMANENT EASEMENT
—
-- — EXISTING EASEMENT
.`�
o, Q �e7 �'
PIPELINE REPLACEMENT PROJECT
DRAWNeY:SRM
LCS:ii5754-005730
DATE:0912412019
REVISIONS
G—G EXISTING GAS LINE DS DEED BOOK
—G— —G-- — NEW PIPELINE
% • •• R
�j • Su .
i/Q�
CHARLOTTE, MECKLINBURG COUNTY
Jol3 No. iss2.0o
- - WETLAND PB PLAT BOOK
Q`� ���
%i
NORTH CAROLINA
SS--S5 SANITARY SEWER LINE PG PAGE
rrY 'r� �rYY —rm- TREE LINE
Ai"=80'
� /11
0228020
it 160\
60 30 0 so
IR# SHEET 10 OF 17

/ At Oil
fiDRk
SITE--, �� RQ
Fly O�
VICINITY MAP (NOT TO
LINE TABLE
LINE TABLE
LINE TABLE
LINF TABLE
LINE TABLE
LINE TABLE
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
L651
S01°5T37"E
30.72'
L667
S64°12'1TW
6.12'
L676
N19°4T51l
4.24'
L685
508°31'57'W
30.29'
L694
S00°47'36"E
33.67'
L703
N8i°3i'09"E
1.09,
L652
SO4°34'45"W
20.71'
L668
583°36'02"W
24,66'
L677
N19"47'61I
27.34'
L686
NO3'37'01"W
47.76'
L695
N14°09'16"W
20.48'
L704
S01°36'21"W
50.33'
L656
N34°18'22'W
52.89'
L669
S83°36'02"W
17.91'
L678
N10°50'47"E
42,05'
L687
N06°20'46"E
37.17'
L896
1406"51
30,77'
L705
S01 °222T E
46.15'
L661
N87°45'21"W
26.17'
L670
S19°47'50"E
140.53
L679
N10°50'47"E
10.76'
L688
N12°42'31"E
32,16'
L697
N14°47'55"W
29,35'
L706
SOO°24-46"E
46.90'
L662
N78°03'11"W
9.88,
1
N14°23'33"W
71.25'
L680
N32°40'09"E
6.57'
L689
NOB°48'08"E
49.53'
L698
N07°40'00"W
30.25'
L707
S03°57'18"E
54.99'
L663
S07°34'55'W
30.55'
L672
S83°36'02"W
5.90,
L681
S57°19'51"E
4.OQ'
L690
1436*45'1
5.98,
L699
N11°02'52"E
35.04'
L708
N89"29'55"E
30.31'
L664
S05°41'01"E
33.80'
L673
S81"55'37'W
37.80'
L682
S32°40'09"W
16.56'
L691
N35'4544"W
36.08'
L700
N07°23'49"E
21.28'
L709
S81°31'09"W
12.96'
L665
S12°21'31"E
28.47'
L674
N23°21'13"W
24.37'
1-683
S12°42158"E
45.92
L692
N33"32'52"E
38.16'
L701
NO2°51'05"E
37.10'
L987
N78°03'11"W
11.75'
L666
N81°311'09"E
34.97-
1-675
N88°56`09"W
32.37'
L684
S01°10'54"E
13.00'
L693
N04"14'27"W
42.60'
L702
N08°40'49"E
30.91'
L988
rS16°51
9.21'
\ I I I PIN:20129169
GERARDO GARCIA AND
P1 MARTHA L. AMECA
IN; 20129186
b r \\ `fit 11 1 D.B. 33069, PG. 860
T ti JACQUELINE SMITH HORTON \ 1 MB 21, PG. 316 LOT 69
AND WILLIE
z L! 1~ D.B. 24257, PG. 706 ! I PIN: 20129170
W MB 21, PG, 782 LOT 88 ! 1 I STEVEN DOUGLAS BENNETT
1 ! 1 AND JOSIAH J. BENNETT
II 11 1 130205, PG. 748
MB 21, PG, 316 LOT 70
1 ! ! 112" 1
j S�DrsO,q is,s !1 !1 1 1517,308.06
E: 1,422,467.81
WETLAND "WJ CD
~ ~ MQZSP��N �R ! I
w .316
' _N10°50' w jYy TCE
47"E_rn, L663 S02°0415"E 515. ! TCE
74 ,3 r e- a , T 8'q y
34.86' j13,n ,5„vv S10°2$' ` m w
L652 L651 S10°50' I �I 16"W 8851 I J 67'37"� 505°14'46"W S01°40"16"E S
1G� N�°• 47W s L664 ! 504°D737"W 509°�r��s � se„ r4°O7'13, ' 157. I{� 55.49' ____ 37.96' V✓ 504°37'50'E S02°42'0�"4
� � _4�y6�,=�-Oz1E""� gj.65• - � .- 04' � III � - se sa31.07' 43T56' 39.43•is 39si7' 39.77'
SO °1D'37"W 6.56' - 50O°47;36"E 234.76'
L683-
- c
, z
11
SB-27
_ �s8 �°'ass N04°10'37"E 80.37'
s5-
ss�ss-ss�5s---ss���ss�ss�ss
`SrRFMa
TRACT-13
EXISTING 35' EASEMENT
PIN: 20145102
15831.
PG.660
MECKLENBURG COUNTY
A POLITICAL SUBDIVISION OF THE
STATE OF NORTH CAROLINA
D.B. 5030, PG, 793
D.B. 5671, PG. 767
WETLAND & STREAM IMPACTS
WETLAND "WJ"
WETLAND "WK"
STREAM "SAG"
PERM. IMPACT
3,411 S.F.10.078 AC.
462 S.F.10.011 AC.
0 S.F.! 0 AC.
TEMP. IMPACT
25,140 S.F./ 0.577 AC,
16.650 S.F.10.382 AC.
138 S.F.10.003 AG.
LINEAR IMPACT
34 L.F.
LEGEND
• COMPUTED POINT REEIAR FOUND O SANITARY SEWER MANHOLE
SUBJECT BOUNDARY LINE
ADJOINER BOUNDARY LINE
- - WATER EDGE
TEMPORARY CONSTRUCTION EASEMENT (TCE)
-- sH SIB SWIM BUFFER
- - - - NEW PERMANENT EASEMENT
-- - EXISTING EASEMENT
G---G FXISTINGGAS LINE
- p- - G- - NEW PIPELINE
- WETLAND
--SS 55 SANITARY SEWER LINE
TREE LINE
DB DEED BOOK
PH PLAT BOOK
PG PAGE
GENERAL NOTES
1. PIPE INSTALLATION THROUGH JURISDICTION BOUNDARY
BY OPEN CUT UNLESS OTHERWISE NOTED.
2. EXISTING PIPELINE 372 WILL BE REMOVED PRIORTO
INSTALLATION OF NEW LINE 470.
TRACT-13
PIN;20145102
o 1- Npp83(2�111
MECKLENBURG COUNTY
Nc cs�10 =°
A POLITICAL SUBDIVISION OF THE
STATE OF NORTH CAROLINA
dd,�y --_
D.B. 5030, PG. 793
LP
15671, PG. 767
LLI
Lf
« _ . . . . . . .I... LU
63-_ �� =C
LLI
-T
_ _ _ _ _ _
+
_ _ _
U]
l_
i - _ .
_ 8
TCE
I
500°47'36"E 268.15'
- 0 `
m
WETLAND "WK"
_
0
\
r
� SB
59
5 rr,L704 �'L705 se
�, S@ «:cnn°n 7'��"F •Y IaR-'ifl'i«
L694 L6931 ��
- �- -. mow: �'-r.���„y. �.
�63
- \ -
.5
ss-NOO°47'31 585.79'.55- ss-ss-� s�ss-ss-
--- q T
i
SWIM BUFFER IMPACT
SB-27
PERM. IMPACT
4,125 S.F.
TEMP. IMPACT
35,644 S.F.
I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
'r0 f� SUPERVISION AND THAT THE WETLANDS SHOWN HEREON
aQ
`� .�►.. `� E S S ` . �� f�i REFLECTS THE DELINEATION EVIDENCE PROVIDED BY �Q y KLEINFELDER IN J NE OF 2019.
• S�q� y:7;
649 : DAVIo ARK,PLS L-4fi49
%0 \\
!A r
ri'li 1A IIIIII-III �W:ON-410
►wu..maAMA • • • •
�-'�'•�-'••• 111111=111111= ISBN.
In.�..rw.m.�u �••••• •
PERMANENT TEMPORARY TEMPORARY
PERMANENT
STREAM WETLANDS
WETLAND WETLAND SWIM BUFFER
SWIM BUFFER
IMPACT
IMPACT IMPACT IMPACT
IMPACT
l� DUKE
DUENERGY.
r%�1 Piedmont
W 1 Natural Gas
SURVEYING & CONSULTING
REGIONAL LAND SURVEYORS, INC.
COPYRIGHT2010
8642 WEST MARKET STREET, SUITE 100
JURISDICTIONAL
BOUNDARYS OF
GREENSBORO. NORTH CAROLINA 27409
NC FIRM LICENSE NO. C-1362
LINE 470 PHASE 1
1116754-006730 PIPELINE REPLACEMENT PROJECT
REVISIONS CHARLOTTE, MECKLINBURG COUNTY
REV i:1110712019 = sa' NORTH CAROLINA
ll 0228020 SHEET 11 OF 17

S
Op
7�16v'
1
OSITEti1-
VICINITY MAP (NOT TO SCALE)
\q so F - I
si
WETLAN W
TRACT-13
PIN:20145102
MECKLENBURG COUNTY
A POLITICAL SUBDIVISION OF THE
STATE OF NORTH CAROLINA
D.B. 5030, PG. 793
D.B.5671, PG. 767
I,- sQ
WETLAND & STREAM IMPACTS
WETLAND "WK"
WETLAND "WU'
PERM. IMPACT
462 S.F./ 0.011 AC.
2,750 &F./ 0.063 AC.
TEMP. IMPACT
16,650 &F.10.382 AC.
14,374 S.F.! 0.330 AC.
LINEAR IMPACT
LEGEND
COMPUTED POINT A REBAR FOUND Q SANITARY SEWER MANHOLE
SUBJECT BOUNDARY LINE
ADJOINER BOUNDARY LINE
-- -- - - WATER EDGE
TEMPORARY CONSTRUCTION EASEMENT (TCE)
se S8 SWIM BUFFER
- - - - - NEW PERMANENT EASEMENT
- - - EXISTING EASEMENT
G c EXISTING GAS LINE
- d- - G- - NEW PIPELINE
- WETLAND
--ss 55 SANITARY SEWER LINE
ry-v"'r'n"yy-ryy-Y " TREE LINE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LIME TABLE
LINE TABLE
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
L667
S64°12'17"W
6.12'
L710
S02°47'30"F
52.86'
L718
S72°44'67"E
17.72'
L726
S55'06'54"E
33.51'
L734
N25°49'06"W
49,04,
L742
N16"48'12"W
35.99,
L668
S83"36'02"W
24.66'
L711
Si8'29'16"E
15.09'
L719
S11'32'33"E
25.55'
L727
S43"56'24"E
14.55'
L735
N06"40'52"W
37.62'
L743
N08"42127"W
14.72'
L669
S83°36'02"W
17.91'
1-712
S30"40'04"E
49.88'
L720
S40'58'3B"E
17.76'
L728
S43°56'24"E
22.49'
L736
N72°28'15"W
26.55'
L744
N08°4227'W
21.04'
L670
319°47'50"E
140.53'
L713
S18°01'52"E
53.89'
L721
S56'41'01"E
10.88'
L729
339°56'52"E
50.52'
L737
S74°18'31"W
7,44'
L745
N08'42'27W
12.08'
L671
N14°23'33"W
71.25'
L714
S34'33'52"E
16.37'
L722
N81°04'45"L
40.11'
L730
S28°18'38"E
9.07'
L738
S12°08'51"W
8.79'
L746
N04°34'51"F
35A9'
L672
S83°36'02"W
5.90'
L715
S73"46'57"E
17.66'
L723
S48"29'29"E
18,99,
U31
N59"47'49"E
6.76'
L739
S55'35'46"E
18.28'
L674
N23'21'13"W
24.37'
L716
N75°33'35"E
28.63'
L724
S40"41'41"E
48.67'
L732
N72-28-15"W
40.26'
L740
S73'38'16"E
58.23'
L690
N35°45'44"W
5.98'
L717
N84'30'04"E
28.59'
L725
S55"06'54"F
6.30'
L733
N36°29'02"W
9,79'
L741
N57°05'02' W
91.69'
SWIM BUFFER IMPACT
SB-28
PERM. IMPACT
2,700 S.F.
TEMP. IMPACT
24,904 S.F.
DB DEED BOOK
PB PLAT BOOK
PG PAGE
GENERAL NOTES
1. PIPE INSTALLATION THROUGH JURISDICTION BOUNDARY
BY OPEN CUT UNLESS OTHERWISE NOTED.
2. EXISTING PIPELINE 372 WILL BE REMOVED PRIOR TO
INSTALLATION OF NEW LINE 470.
H111 C A`T ol��/I HEREBY // FY THAT A SURVEY WAS MADE UNDER MY
SUPERVISION AIND THAT THE WETLANDS SHOWN HEREON
REFLECTS THE �O °•,�. �j DELIN EI 019 EVIDENCE PROVIDED BY
KLEINFELDER I JUNEOF
.�
• 00,
CL SEAL
• f L-464 9 DAVID A. CLARK, PLS L-4649
A. � C\
PERMANENT TEMPORARY
WETLAND WETLAND
IMPACT IMPACT
Fz [- S
SURVEYING & CONsULTING
REGIONAL LAND SURVEYORS, INC.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
NC FIRM LICENSE NO. C-1362
JOB NO, 1852.00 1
SCALE: 1" _
TEMPORARY PERMANENT WETLANDS
SWIM BUFFER SWIM BUFFER
IMPACT IMPACT
iE DUKE /%j�I Piedmont
Sc ENERGY. Natural Gas
COPYRIGHT 2018
JURISDICTIONAL BOUNDARYS OF
LINE 470 PHASE 1
PIPELINE REPLACEMENT PROJECT
CHARLOTTE, MECKLINBURG COUNTY
NORTH CAROLINA
IR#1 0228020 SHEET 12 OF 17 1

Op
\sy09n Oti
.,v AVENUE
JA B FORK
LA
- 1 ,14 LL
cc���aR
G-.--SITE
VICINITY MAP (NOT TO SCALE)
LEGEND
COMPUTED POINT
A REBAR FOUND OS SANITARY SEWER MANHOLE
SUBJECT BOUNDARY LINE
ADJOINER BOUNDARY LINE
- - - -
WATER EDGE
TEMPORARY CONSTRUCTION EASEMENT CTCE)
— SB—SO
SWIM BUFFER
- - - - - -
NEW PERMANENT EASEMENT
- - -
EXISTING EASEMENT
G G
EXISTING GAS LINE DR DFFD BOOK
-G - -G- -
NEW PIPELINE
- -
WETLAND PB PLAT BOOK
55- SS
SANITARY SEWER LINE PG PAGE
rYrr' rrrY rrr'
TREE LINE
LINE TABLE
LINE
BEARING
LENGTH
L995
536"01'44"W
30.48'
L996
N781211"W
4,77`
L997
N78°12'11"W
5.22'
L998
N28"33'42"E
21.09'
L999
N28"42'40"E
26.17'
L1000
N35°06'40"E
16.08,
L1001
S78°12'11"E
5.44'
L1002
S35"06'40"W
17.95'
LINE TABLE
LINE
BEARING
LENGTH
L1003
S28"42'40"W
25.88'
L1004
S28°33'42"W
19.58'
TRACT-17
PIN:20137293
ROD OF GOD CENTER, INCORPORATED
A NON-PROFIT NORTH CAROLINA CORPORATION
D.B. 4936, PG. 496
s N
1N
`C: pN
N
/ 6,
a r�
/
/ / r
01
/
#4 REBAR�
N: 516,498.50
E: 1,423,552.27
i
i
/
/
i
/
/
/
/
/
/
/
4' WOOD RAIL
FENCE WITH
WOVEN WIRE
K20137262
.-
PAULINE NICOLE A13LLLA
D.B. 31101, PG. 600
M B 26 PG 731 LOT 27
v
2518 THORNFIELD DR. /
� O
WETLAND & STREAM IMPACTS
STREAM "SZ2"
PERM. IMPACT
0 S.F.! 0 AC.
TEMP. IMPACT
317 S.F./ 0.007 AC.
LINEAR IMPACT
63 L.F.
GENERAL NOTES
1 BUNDER MY
Y OE NTCUT UNLESS OOTH RW SEINOTED. N BOUNDARY \\�\�� C A R O�//��i SUPERVISION AND THAT THE WETI HEREBY CERTIFY THAT A TLY WAS MADE ANDS SHOWN HE EON
2 NSST N PIP OF N372 ILL EW LINE BE REMOVED PRIOR TO�+,�• . �� �j� KEEINFELDERFLECTS E DELINEATION
pFl00N�EVIDENCE PROVIDED BY
a SEAL
L_46+49 DAVID A. CLARK, PLS L-4649
UM
1O�VI0
A C 1
TEMPORARY
STREAM
IMPACT
SUNVEYING & CONSULTING
REGIONAL LAND SURVEYORS INC
%DUKE I f6111 Piedmont
ENERGY. (�j Natural Gas
8642 WEST MARKET STREET, SUITE 100 COPYRIG GREENSBORO, NORTH CAROLINA 27409 JURJURISDICTIONALBOUOUNDARYS OF
NC FIRM LICENSE NO. C-1362 LINE 470 PHASE 1
DRAWN BY:SRM I LCS:115754-005730 PIPELINE REPLACEMENT PROJECT
DATE: 1013112019 REVISIONS
JOB NO, 4852.00 CHARLOTTE, MECKLINBURG COUNTY
SCALE:1"=60' NORTH CAROLINA
60 30 0 60 IR# 0228020 SHEET 12A OF 17

�0
a Ak.
SITE �a y
h.4
a" 1 �RO1L
A L 004 Na GRi17 P� sy
GZ , PO o
a�-y, kAA R3(ppT1,
uxa
ss
VICINITY MAP (NOT TO SCALE)
WETLAND 'WL"
r ;
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
L741
N57'05'02'W
91.69'
L751
SOS"28'24"W
25.20'
L758
N58°07'09"W
10.33'
L765
S03"04'06"W
25.56'
L772
S34'39'08"E
21,48'
L742
N16'48'12"W
35.99'
L752
N57"05'02"W
13.11'
L759
S10"15'35"W
39.37'
L766
SO4"29'31"E
56.00'
L773
N81'29'49"W
11.00'
L743
N08'42'27"W
14.72'
L753
NOB"55'54"E
21.65'
L760
S61a23'09"E
14.18'
L767
S09"27'10"E
29.88'
L774
N04'45'18'W
16.10'
L747
S27°66'47"W
19.00'
L754
N21a12'36"W
31.82'
L761
S38"57'52"E
15.07'
L768
N04"45'18"W
27.57'
L775
804'45'18"E
44.03'
L748
336a38'13"W
21.12'
L755
S59'31'52"E
8.00,
L762
S38"57'52"E
5.60,
L769
N44'50'30"E
26.80'
L989
N76"46'21"E
1.09,
L749
S36'38'13"W
3.28'
L766
S72'24'27"E
44.33'
L763
S03'04'06"W
23.16'
L770
S05"56'34"E
25.59'
L750
S60'09'30"W
26.74'
L757
N59"31'52"W
30.03'
L764
S03a04'06"W
46.17`
L771
S06'48'00"W
30.26'
� d
w w
s=
1 � �
1
NC-MB-0012.005
PIN:20137141
PROGRESS RESIDENTIAL
BORROWER 4, LLC
✓ n ❑ ven70 or, A74
WETLAND & STREAM IMPACTS
WETLAND "WL"
WETLAND "WM"
PERM. IMPACT
2,756 S.F./ 0,063 AC.
509 S.F./ 0.012 AC,
TEMP. IMPACT
14,374 S.F.10.330 AC.
7,761 S.F.10.178 AC.
LINEAR IMPACT
PERMANENT TEMPORARY WETLANDS
WETLAND WETLAND
IMPACT IMPACT
LEGEND
COMPUTED PONT REBAR FOUND S SANITARY SEWER MANHOLE
O
SUBJECT BOUNDARY LINE
ADJOINER BOUNDARY LINE
WATER EDGE
SB SB -- TEMPORARY SWIMBUFFERONSTRUCTIONEASEMENTITCEj
- - - - - - NEW PERMANENT EASEMENT
_ _ __ _
---- -- EXISTING EASEMENT
G----G` EXISTING GAS LINE DB DEED BOOK
-0- - 0- - NEW PIPELINE
- - WETLAND PB PLAT BOOK
-ssyss SREELINEITARY SEWER LINE PG PAGE
mJ-rry`YrrrY'r rN
GENERAL NOTES
1 BYOPEN P PE TCUT UNLESS OTHERWISE SEUGH NOTED, JURISDICTION BOUNDARY
2. EXISTING PIPELINE 372 WILL BE REMOVED PRIOR TO
INSTALLATION OF NEW LINE470.
>,1I I j fj17 FY THAT A SURVEY WAS MADE UNDER MY
`,�\ /� �/7/�� SUPERVISION AI HEREBY IND THAT THE WETLANDS SHOWN HEREON
`/ !�/ REFLECTS THE DELINEATION EVIDENCE PROVIDED BY
�.�0i KLE LOERINJUNEOF2019.
a aREGIONAL
9r /a
NSEALl
L- �� � �� DAVID A. CLARK, PLS L-4649
r
-�.
i •'�~�� •
% e �+u� ; • ti�
/� O ���` ��
`l� �i "A• "GM\``
SURVEVIIVG &CONSULTING
LAND SURVEYORS, INC.
8642 WEST MARKET STREET, SUITE 1GQJURISDICTIONAL
GREEN5BORO,NORTHCAROLINA 27409
NC FIRM LICENSE NO. C-1362
T' DUKE �a�� Piedmont
t ENERGY. Natural Gas
COPYRIGHT 2018
BOUNDARYS OF
LINE 470 PHASE 1
PIPELINE REPLACEMENT PROJECT
CHARLOTTE, MECKLINBURG COUNTY
NORTH CAROLINA
DRAWN BY: SRM
LCS:115754-00573Q
DATE;09i2412019
REVISIONS
JOB NO. 1852.00
SCALE:11.- GQ'
60 30 0 6Q
IR# 022$020 SHEET 13 OF 17

SITE. o yq
a,
Ga
VICINITY MAP {NOT TO S
'\� V
} NC-MB-0012.005
/ PIN:20137141
PROGRESS RESIDENTIAL
13ORROWFR 4, LLC
_D.B, 32879, PG. 571
P.B. 34, PG. 605
LOT 7 I
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
SEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
L776
N63"05'22"E
26.44'
L784
S47'10'36"F
52.85'
L792
S26"54'38"E
34.43'
L801
S26'54'38"E
35.17'
L809
S82"15'29"E
28.62'
L817
N77"23'48"W
39.66'
L825
S47'16`43"F
10.92'
L833
N3T05'24"W
39A5'
L841
S84'48'17"E
12.54'
L777
N63'05'22"F
21.00'
L705
S19"39'15"L
40,21'
L793
S26'54'38"E
8.80,
L802
N26"54'38"W
51.25'
L810
N77'23'48"W
5.15'
L818
S46'20'37"E
6.89,
L826
S57'50'32"E
7.89,
L834
N54"00'52"E
15.54'
L990
347'10'36"E
1,06'
L778
S46"06'58"E
43.57'
L786
S21'32'14"E
27.60'
L794
S26"54'38"E
27.52'
L803
N26'54'38"W
9.11,
L811
S34"29'29"E
23,65'
L619
S26'54'38"E
53,63'
L827
N62'33'07"W
32.31'
L835
N87'03'45"E
16.04'
U79
S38"19'07"E
15.86'
L787
S44'56'08"E
14.28'
L795
S26'54138'E
36,56'
L804
N26"54'38"W
17.23'
L812
S55'33'56"E
40.93'
L820
382'25108"E
36.40'
L828
N71'28'27"W
15.92'
L836
N07'57'69"W
17.24'
L780
N53'26'19"E
4A5'
I L788
S63-05'22"W
18,25'
L796
S21-2314"E
38.91'
L805
N26'64'38"W
10.33,
L813
S53'26'19"W
15.94'
L821
N86'20'31"W
13.26'
L829
N56"4723"W
46,33'
L837
S56'48'45'W
8,26'
L781
N15'51'13"W
32.10'
L789
N63'05'22"E
9.94'
L798
S26'54'38"E
26.74'
L806
S63'05'22"W
19.60,
L814
N00'36'24"E
4512'
L822
N79'56'24'W
23.25'
L830
S59'03'27"E
13.00'
L838
S10'56'54"W
18.55'
L782
842'57'54"E
30.03'
L790
S63"05'22"W
10.06'
L799
N86'22'46"W
34.83'
L807
S46"39'17"E
3.09'
L015
N26'54'38"W
41.39'
L823
879"26'21"E
19,93,
L831
301"29'28"E
28.34'
L839
S41'41'04"W
5.52'
L783
S42"57'54"E
15.75'
L791
S26"54'38"E
10.43'
L800
N26'54'38'W
13.74'
L808
S34'27'59"E
61.75'
L816
S40"44'13"E
32,56'
L824
S62'40'05"E
10.83'
L832
S84'43'03"W
19.19'
L840
S07'57'59"E
16.48'
NP,
WETLAND & STREAM IMPACTS
WETLAND "WN"
WETLAND "WP"
PERM. IMPACT
4,541 S.F.10,104 AC_
0 S.F.10 AC.
TEMP, IMPACT
7,497 S. F.1 0. 172 AC.
3,132 S.F.! 0.072 AC.
LINEAR IMPACT
LEGENDO
• COMPUTED POINT
A REBAR FOUND SANITARY SFWFR
MANHOLE
SUBJECT BOUNDARY LINE
-----
ADJOINER BOUNDARY LINE
- •• - -- -
WATER EDGE
TEMPORARY CONSTRUCTION EASEMENT (fCE)
- SB SB
SWIM BUFFER
- - - - - -
NEW PERMANENT EASEMENT
- - - -
EXISTING EASEMENT
- .-G G
EXISTiNG GAS LINE
-G- -0- -
NEW PIPELINE
DB
DEED BOOK
-
WETLAND
SS ----SS
SANITARY SEWER LINE
PB
PLAT BOOK
TREE LINE
PG
PAGE
G MGM
HDD ALIGNMENT
SWIM BUFFER IMPACT
SB-29
SB-30
SB-31
SB-32
PERM. IMPACT
0 S,F.
10,284 S.F.
1,793 S.F.
1,920 S.F.
TEMP. IMPACT
1,313 S.F.
2,626 S.F.
453 S.F.
1,917 S.F.
GENERAL NOTES
1101
1. PIPE INSTALLATION THROUGH JURISDICTION BOUNDARY
BY OPEN P OTHERWISE
11111
\\// /
®�J'/
I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
SUPERVISION SHOWN ON
NCE
2. EXISTING PIELINE 3 2 WILL BE REMOVE❑ PRIOR TO
INSTALLATION OF NEW LINE470.
��Sr�
S 0
\�
REFLECTSTTHE Dn INEAT ON EVID PROVIDED BY
KLEINFEL➢ER IN JUNEEOFF2200/199...
QS Y I✓`^
SEA �.
L-4649 ��
AVI A. CLARK, PLS L-4649
O�
s
/y
S Li
/i� A
1'eID
PERMANENT TEMPORARY
WETLAND WETLAND
IMPACT IMPACT
Fzt-s
SURVEYING & CONSULTING
REGIONAL LAND SURVFYORS, INC.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO. NORTH CAROLINA 27409
NC FIRM LICENSE NO. C-1362
I DATE:09/2412019 1 REVISIONS I
TEMPORARY PERMANENT WETLANDS
SWIM BUFFER SWIM BUFFER
IMPACT IMPACT
4SDUKE I MAI Piedmont
ENERGY. [ 1 Natural Gas
COPYRIGHT 2910
JURISDICTIONAL BOUNOARYS OF
LINE 470 PHASE 1
PIPELINE REPLACEMENT PROJECT
CHARLOTTE, MECKLINBURG COUNTY
NORTH CAROLINA
IR# 0228020 SHEET 14 OF'17

SITE
tq
G�
ss
VICINITY MAP (NOT TO SCAL
Al
- SS-32
se
SWIM BUFFER IMPACT
SB-32
SB-33
SB-34
PERM. IMPACT
1,920 S.F.
2,616 S.F.
2,977 S.F.
TEMP. IMPACT
1,917 S.F.
2,991 S.F.
10,050 S.F.
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
L798
S26"54'38"E
26.74'
L846
S26'54'38"E
50,88'
L853
N65'54'38"W
30.59'
L860
N71"25'52"W
3.48'
L867
N41"47'06"W
14.81'
L799
N86'22'46"W
34.83'
L847
N26'54'38"W
21,60'
L854
N26'54'38"W
61,47'
L861
N11"15'38"W
23.03'
L868
N34"17'36"W
36.19'
L800
N26'54'38"W
13.74'
L848
N04'46'02"W
25.80'
L855
S52°37'28"E
26.12'
L862
S82'47'47"W
8,99,
L869
N24°48'43"W
23.49'
L842
S84°31'21"E
32A&
L849
NO3.22'35"W
30.85'
L856
S43'08'39"E
66.77'
L863
S08'53'42"W
18.70'
L870
N19'56'41"W
76.65'
L843
S82"14'59"E
36.47'
L850
N11'01'19"W
2.03'
L857
S89'15'51"W
8.24'
L864
S01"5620"E
13.04'
L871
N25°31'52"W
41.18'
L844
S26'54'38"E
2.23'
L851
N23'24'39"W
17.83'
L8513
N89"15'51"E
8.86'
L865
N11°33'28"E
12.41'
L872
N63"24'58"W
21.37'
L845
N30'53'25"E
35,45'
L852
N43°25'3NW
15.61'
L$59
S55°06'12"W
8.95'
L866
N27°57'71"W
26.61'
LEGEND
COMPUTED POINT
& REBAR FOUND OS SANITARY SEWER
MANHOLE
SUBJECT BOUNDARY LINE
—
ADJOINER BOUNDARY LINE
— — — —
WATER EDGE
TEMPORARY CONSTRUCTION EASEMENT (TCE)
— SB S9
SWIM BUFFER
— — — — — —
NEW PERMANENT EASEMENT
- - -
EXISTING EASEMENT
c
EXISTING GAS LINE
— G— — G— —
NEW PIPELINE
DB DEED BOOK
— — .. — . —
WETLAND
5s 6, ----
SANITARY SEWER LINE
PB PLAT BOOK
ter-,
TREE LINE
PG PAGE
MGM MGM M
HDD ALIGNMENT
GENERAL NOTES
1. PIPE INSTALLATION THROUGH JURISDICTION BOUNDARY
OPEN P T UNLESS (REMOVED SE NOTED.,
\\�`, �^ A �4 7% I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
AND THAT THE S SHOWN EON
� `• V�,�J�'j'
2. EXISTING PIBY
EL NE 372 WILL BE
INSTALLATION OF NEW LINE470.
REFLECTSITTHE DELINEATION EVIDENCON
\�\�
E PROVIDED BY
` Off( De_• /'� = KLEINFELDER IN JUNE OF 2019.-
�••�
`SEAL
L-4649 �• = DAVI . CLA K, PLS L-0849
,
� o �
�� `•4 SI1R`� •"� �.�
off fd� � "A ,C
1�¢`�ti
0f1
cr
�r
LU
LLI
r
U)
111111=Illlfl= �_•. _❖.•.•
■IIiYIPw,wli�l ��_„w
TEMPORARY PERMANENT
SWIM BUFFER SWIM BUFFER
IMPACT IMPACT
r-) DUKE /O�1 Piedmont
41t5ENERGY.
[[ i1 Natural Gas
SUFiVEYIN-- & CONSULTING
REGIONAL LAND SURVEYORS, INC.
COPYRIGHT 2618
8842 WEST MARKET STREET, SUITE 100
JURISDICTIONAL BOUNDARYS OF
GREENSBORO, NORTH CAROLINA 27409
NC FIRM LICENSE NO. C-1362
LINE 470 PHASE 1
DRAWN BY: 8 LCS:115754-005730
PIPI=LINE= REPLACEMENT PROJECT
185z.00 2REVISIONS CHARLOTTE, MECKLINBURG COUNTY
1as.00
SCALE: V " 60' NORTH CAROLINA
30 0 60 IR# D228020 SHEET 15 OF 17

a9
SITE
VICINITY MAP (NOT TO
LINE TABLE
LINE BEARING
L673 S09'12'13"E
L674 N32'58'58"E
L875 N15°15'32"W
L876 S66'34'44"E
L877 S66°34'44"E
L878 S26°31'20"E
L879 S26°54'38"E
L880 S26'54'38"E
L881 S26°54'38"E
L882 N63°05'22"E
LINE TABLE
LENGTH
LINENNOY1411"L
NG
48.65'
L86322"E
12,86`
L88438"E
21.37'
L8858"E
11.36'
L8866"E
4.81'
L86711"E12.80`
L88846"E4.57'
L88958"E
12.79'
L890
806'22'09'W
46.63'
L891
S20°38'03"W
4.73'
L892
S10°44'48"W
WETLAND & STREAM IMPACTS
WETLAND "WV"
WETLAND "WW"
PERM. IMPACT
1,911 S.F.10,044 AC,
0 S.F.10 AC.
TEMP. IMPACT
563 S.F.! 0.013 AC.
12,320 S.F.10.283 AC.
LINEAR IMPACT
LEGEND
COMPUTED POINT
& REBAR FOUND SANITARY SEWER MANHOLE
SUBJECT BOUNDARY LINE
ADJOINER BOUNDARY LINE
- - - - - -
WATER EDGE
-
TEMPORARY CONSTRUCTION EASEMENT (TCE)
- SB SB
SWIM BUFFER
- - - - - -
NEW PERMANENT EASEMENT
- - - -
EXISTING EASEMENT
G i
EXISTING GAS LINE
-G- -0- -
NEW PIPELINE DB DEED BOOK
- -
WETLAND
-Ss-SS-
SANITARY SEWER LINE PB PLAT BOOK
rr,r�rrrm
TREE LINE PG PAGE
MGM McM M
HUD ALIGNMENT
LINE TABLE
LENGTH
LINE
BEARING
15.27'
L893
S10°44'48"W
23.46'
L894
S33'38'10"E
17.56'
L896
S16'34'08"E
42,71'
j L897
j N26°54'38"W
11.22'
L898
N21'40'58"W
23,27'
L899
N68°19'02"E
5.08'
L900
N26°54'38"W
23.67'
L901
N26'54'38"W
28.29
L902
N26°54'38"W
6.42' JIL903
I
N26'54'38"W
LINE TABLE
LENGTH
LINE
BEARING
24.33'
L904
S11°02'17"E
32.07'
L905
S11°53'10"E
78.54'
L906
S05"11'55"E
24.96'
L907
S27°12'37"E
25AT
L908
S55°12'22"F
13.19'
L909
S24°25'19"E
3.26'
L910
S13°11'13"E
17.24'
L917
S22'30'44"E
5.66' j
L912
j S17°50'47'E
29.02'
1 L913 I
S14'07'42"E
- s6
LINE TABLE
LENGTH
LINE
BEARING
82.33'
L914
S11°42'30"E
61AZ
L915
N17"27'55"W
19.48'
L916
N23"15'17"W
12.01'
L917
N19°53'50"W
7.20'
L918
N22'34'21"W
24.42'
L919
N24'34'09"W
20,20'
L920
N21°16'35"W
32.32'
L921
N16043'38"W
42.37'
L922
S34°15'14"W
24.52'
L923
S30°11'22"W
LINE TABLE
LENGTH
LINEFN18'00'32"E
G
7.13'
L924"W
8.28'
L925
49.20'
L926"E
43.63'
L927
N34°15'14"E
53.91'
L928
S08°21'04"E
37.80'
L929
S50" I V02"W
26.89'
L930
N27'43'29"W
30.21'
L931
N33'57'28"W
6.99'
L932
N53°56`53"E
16.30'
L933
S34-04'18"E
LINE TABLE
LENGTH
LINE
BEARING
14.43'
L934
S63"1411"W
10.85'
L935
N27°06'28"W
16.87'
L936
N22°19'25"W
9.34'
L937
N63'08'43"W
27.86'
L936
N28°56'28"W
13.00
L939
S63°14'11"W
41,96'
L940
N67"30'36"W
35.78'
L941
N26°54'38"W
21.99'
L942
N68°05'50"E
39.14'
L943
S39°35'01"E
SWIM BUFFER IMPACT
SB-35
SB-36
SB-37
SB-38
PERM. IMPACT
746 S.F.
8,6i1 S.F.
3,915 S.F.
0 S,F.
TEMP. IMPACT
905 S.F.
4,193 S.F.
4,269 S.F,
22,952 S.F.
�Nllllljr
GENERAL NOTES t\`' L A l+T ///I HEREBY CERTIFY THAT A SURVEY WAS MADE LINDER MY
HEREON1. PIPE INSTALLATION THROUGH JURISDICTION BOUNDARY `��`Kr-S% ��/��/ � SUPERVISION AND THAT THEWETLANDS SHOWN HEREON
BY OPEN CUT UNLESS OTHERWISE NOTED. G` •O�(0,�,• . 7 � REFLECTS THE DELINEATION EVIDENCE PROVIDED BY
2, EXISTING PIPELINE 372 WILL BE REMOVED PRIOR TO 1 KLEINFELOER IN JUNE OF 2019.
INSTALLATION OF NEW LINE470. _ 4 SEAL Yr
L-4649 -
s
�,^�� jr•�.�9�0 • ` DAVI AA. CLARK, PLS. L-4649
/D AI
LINE TABLE
LENGTH
LINEFN2?'43'29--W
NG
19.53'
L94453"E
33,98'
L9457"W
31.09'
L9461"W
9,19'
L94729"W1.95'
L94843"L5.56,
L94946"E49.91'
L95050"E
39.22'
L951
N40°07'38"E
10.68'
L991
N04'07'09"W
27.33'
L992
N07'33'06"W
LINE TABLE
LENGTH
LINE
BEARING
LENGTH
26.85'
L993
S26°54'38"E
4.08'
19.79'
L994
S74°59'51"W
5.02'
9,70'
7.64'
8,44'
28.50'
45.24'
29.65'
13.59,
9.62,
WETLAN6°'W1+4---
_ .
PERMANENT TEMPORARY
WETLAND WETLAND
IMPACT IMPACT
F?6, t- S
SURV£YiNG & CONSULTING
REGIONAL LAND SURVEYORS, INC.
8642 WEST MARKET STREET, SUITE 100
GREENSBORO, NORTH CAROLINA 27409
NC FIRM LICENSE NO. C-1362
DRAWN BY: SRM I LCS: 115754-0057.90
I JOB NO. 1852.00 1 REV 1: 1110712019 1
1" = 00,
vu ow
O
-T a:rn M
M
WETLAND'
=W111 III
TEMPORARY PERMANENT WETLANDS
SWIM BUFFER SWIM BUFFER
IMPACT IMPACT
f DUKE //�Piedmont
'ENERGY [[V Natural Gas
COPYWGHT 20I9
JURISDICTIONAL BOUNDARYS OF
LINE 470 PHASE 1
PIPELINE REPLACEMENT PROJECT
CHARLOTTE, MECKLINBURG COUNTY
NORTH CAROLINA
IR# 0228020 SHEET 16 OF 17 1

a 4
SITE �
VICINITY MAP (NOT TO
LINE TABLE
LINE TABLL
LINE TABLE
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
L895
S25°29'02"E
37.19'
L956
502°07'34"E
18.03'
L962
N85°52'46"W
30,76'
L896
S16°34'08"E
78.54'
L957
S74°43'08"W
34.35'
L963
N15°03'27"E
13.19'
L952
S15°48`54"E
10,98'
L958
312°09'19"W
46,38'
L964
S61°34'42"W
30.67'
L953
S47"43'34"E
38.07'
L959
S49°54'33"W
34.73'
L965
N51 "20'05"E
18.04'
L954
N81°45'56"E
41.81'
L960
S02°26'58"W
27.00'
L966
S65"21'15"E
37.20'
L955
S70°32'54"E
44.95'
L961
S44°01'41"W
26.01'
L967
S47°43'34"E
28.44'
Cb
\ \\
p \
p Po p \
I 4�
NC cRIC aPt.
d�.9J N�83�iTJ
LAx�
1
p TRACT-31 — =y 1 \ p59ofG r G�$8� c \
PIN: 20301127
�aoo WESTDALL ARROWHEAD CROSSING NC, LLC 1 TCE
Ga p A TEXAS LIMITED LIABILITY COMPANY 1 1 __-` \ IN, ` �ry
D.B. 21738, PG. 807 TRACT 2 1 r'' USSE J 1 - - �— " o\
O —1 _ a� j FOR MLV C��v��
ap obpO o 0o p r� h� f —�� — 1\ — B.C96p_ 5® \�' \ Q� Q` NOTE:
S _L _
pre \ s� O / _ 1 "�c� — ti' ` _ _— .` .� sa sv _ 6" � ` - - - - a �~ se moose Q� TO BE PERMITTED
* % �y\\ IN LATER PHASE
)
XS
C S
y�c IS,GIT4 pC' 9 _ —` Oa TT, e, \
5Q 5 � 9B � � \ � F
NG
Sig"56'31"E 75.05'-�� 3a, j4 - - - - - �� \ Ss\ \e9\
^54' �
s 3 M
813°01'48"E 82.30' _310i'3Z" _� -J - - - - - - ' ' I ��� \ss\C\s
cri
176._— - _ SB-38 WETLAND "WT'
S21 27`30 E 6 rz 94�
L895 L896 ' _r - - - - - - - - Y GRE�K
_ WETLAND"UJW; r,cQ_ 7 _ GO��E •�� \
,524°16
\ S
1 y � PIN:20301121
SB 38 En co m MECKLENBURG COUNTY \ s
11� x A POLITICAL SUBDIVISION OF THL
(f7 Tn =1 STATE OF NORTH CAROLINA
S x D.B. 5007, PG. 223
in m D.B. 5899, PG. 684
sS UNABLE TO FIND DEED FOR 0.2578
sg ACRES
yam} —50 _se
WETLAND & STREAM IMPACTS
WETLAND "WT"
WETLAND "WW"
PERM. IMPACT
0 S.F.! 0 AC.
0 S.F.! 0 AC.
TEMP. IMPACT
24,118 S.F.10.554 AC.
12,320 S.F.! 0.283 AC,
LINEAR IMPACT
LEGEND
• COMPUTED POINT
RFBAR FOUND O SANITARY SEWER MANHOLE
SUBJECT BOUNDARY LINE
ADJOINFR BOUNDARY LINE
— • — — - —
WATER EDGE
TEMPORARY CONSTRUCTION EASEMENT (TCE)
— SB SB
SWIM BUFFER
— — — — — —
NEW PERMANENT EASEMENT
— — —
EXISTING EASEMENT
c G-
EXISTING GAS LINE
—0— —0— —
NEW PIPELINE ❑B DEED BOOK
— -- —
WETLAND
—SS—SS—
SANITARY SEWER LINE PB PLAT BOOK
rrrlry-' rrr ram-
TREE LINE
PG PALL
G G I♦
HDD ALIGNMENT
1. PIPE INSTALLATION THROUGH JURISDICTION BOUNDARY
BY OPEN CUT UNLESS OTHERWISE NOTED.
2, EXISTING PIPELINE 372 WILL BE REMOVED PRIOR TO
INSTALLATION OF NEW LINE 470.
SWIM BUFFER IMPACT
SB-38
PERM. IMPACT
0 S.F.
TEMP. IMPACT
22,952 S.F.
A; �� 1 HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY
` • f S S �J// SUPERVISION AND THAT THE WETLANDS SHOWN HEREON
O 4 �O • •.� REFLECTS THE DELINEATION EVIDENCE PROVIDED BY
y =�' a KLEINFELDER IN JUNE OF 2019,
• a SEAL
• r L-4649
• � � DA . CLARK, PLS L-0649
,�i/�•���DI Al
1IIIII— �IIII�I=r�� ��
PERMANENT TEMPORARY TEMPORARY PERMANENT
WETLAND WETLAND SWIM BUFFER SWIM BUFFER
IMPACT IMPACT IMPACT IMPACT
WETLANDS
/6§1 Piedmont
ENDUKEE
EN! RGY. [ Natural Gas
SURVGYINCa & CONSULTING
REGIONAL LAND SURVEYORS, INC.
COPYRIGHT 2018
8642 WEST MARKET STREET, SUITE 100
JURISDICTIONAL BOUNDARYS OF
GREENSBORO, NORTH CAROLINA 27409
NC FIRM LICENSE NO. CA362
LINE 470 PHASE 1
PIPELINE REPLACEMENT PROJECT
DRAWN BY:SRM I LCS:115754-005730
19 1 REVISIONS Q 1 RFV 1: 1116712Q19 CHARLOTTE, MECKLINBURG COUNTY
NORTH CAROLINA
SCALE: 1" = BQ'
0 60 IR# 0228020 SHEET 17 OF 17